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Backup Documents 09/28/2004 RBoard of County c ommissioners Regular Meeting September 28, 2004 09/28/2004 17:08 2392634864 NAPLICS DAIt,Y NEWS Published Daily Naplcs, NC, 34102 , .Affidavit of publication State of Florida County of Collier NAPLESDAILY Before the undersigned dicy servc ax the authority, personally appeared B. Laab, who on oath says that. they scree as the Aasiatant Corporate secretary of the Naples Daily, a daily newspaper pubbslhed at Naples, itt. Collier County, Florida; distributed in Collier and Lee counties of Floridl; that the attached copy of the advertising, being a 1M.LIC NOTICE in the matter of Public Notice as published in said newspaper l time(s) in the issue on September 261h, 2004 Afftant further says that the said Naples Daily News is a newspaper published at Naplas, in mid l:ollicr County, Florida, and that ilic.aid ncw,%P per lros hemofi rg been continuously published in said Collier County, Florida; distributed in Colbcraod Lee counties of Florida, each day and Ims bccn entered as scennd cbgs mail matter at the ppvt office in Naples, m said Collier County. Florida. for a penal of I your neat preceding the first publication of the attached copy of advenk-tncttt; and afffiant futthcr.yays thst fie tms neither paid nor pminised any person, fn'm or cotpotxion Arty discount, rebate. cotmeission or refund fat the purpose of securing thin adveriLarnent fin. publication in the paid nom. ( Signature of affiant) Sworn to and subscribed before .me This 27th of September ,2004 (Signature of notary public) 1'' IOIM tt 8ushong 11 DU7340 F,g11ifR 2.1 ?on7 F". I I PAGE 03/09 • Ilowdenta. intemsted in.. revl6wing;the .agenda for ft., Boetm of County Commi9sfonors moods wheduled for Tuesday, Sept. 28, 2004 can view the full document on ChaMbf t'l' `on comahat Aratcf: Mftrco ibmw COW and Chat,lnet 16,6h IWO VftMor', ,nn g6i Sep:. 24, SaWrds y , Sept, 26;.Sun* ;$e p t.2,.jhq:.M y, Sept, 27 at a a.m., 5 P.M. ahltd 10 p.m. The agenda Is also avWlable for pwue tp...66 the Irhemet.at the CoMer Couh4. pcaemrnent..til h;slte: co.oalli+>!rfLaehiCdtt t;rrrttiri:htm • For -thoes who do not have Boom to `Chi Aft, TIM8 Of the Internet, . the 00nda will be available f*,.review at the ImmokTa�lSeer. Jaa» ntc d EvneEafgyle deo C lbralerec vt ao Which rONO Puic , `, � :•h18�d 1Ne ag! h►htfa available hr resNllofs As't+l t For additional Inftrtnetion, Ctetlmunication and Customer ROOMS at 774.6990 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS AGENDA September 28, 2004 9:00 a.m. Donna Fiala, Chairman, District I Fred W. Coyle, Vice - Chair, District 4 Frank Halas, Commissioner, District 2 Tom Henning, Commissioner, District 3 Jim Coletta, Commissioner, District 5 NOTICE: ALL PERSONS WISHING TO SPEAK ON ANY AGENDA ITEM MUST REGISTER PRIOR TO SPEAKING. SPEAKERS MUST REGISTER WITH THE COUNTY MANAGER PRIOR TO THE PRESENTATION OF THE AGENDA ITEM TO BE ADDRESSED. COLLIER COUNTY ORDINANCE NO. 2003 -53, AS AMENDED, REQUIRES THAT ALL LOBBYISTS SHALL, BEFORE ENGAGING IN ANY LOBBYING ACTIVITIES (INCLUDING, BUT NOT LIMITED TO, ADDRESSING THE BOARD OF COUNTY COMMISSIONERS), REGISTER WITH THE CLERK TO THE BOARD AT THE BOARD MINUTES AND RECORDS DEPARTMENT. REQUESTS TO ADDRESS THE BOARD ON SUBJECTS WHICH ARE NOT ON THIS AGENDA MUST BE SUBMITTED IN WRITING WITH EXPLANATION TO THE COUNTY MANAGER AT LEAST 13 DAYS PRIOR TO THE DATE OF THE MEETING AND WILL BE HEARD UNDER "PUBLIC PETITIONS ". ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. ALL REGISTERED PUBLIC SPEAKERS WILL RECEIVE UP TO FIVE (5) MINUTES UNLESS THE TIME IS ADJUSTED BY THE CHAIRMAN. 1 September 28, 2004 IF YOU ARE A PERSON WITH A DISABILITY WHO NEEDS ANY ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS PROCEEDING, YOU ARE ENTITLED, AT NO COST TO YOU, TO THE PROVISION OF CERTAIN ASSISTANCE. PLEASE CONTACT THE COLLIER COUNTY FACILITIES MANAGEMENT DEPARTMENT LOCATED AT 3301 EAST TAMIAMI TRAIL, NAPLES, FLORIDA, 34112, (239) 774 -8380; ASSISTED LISTENING DEVICES FOR THE HEARING IMPAIRED ARE AVAILABLE IN THE COUNTY COMMISSIONERS' OFFICE. LUNCH RECESS SCHEDULED FOR 12:00 NOON TO 1 :00 P.M. I. INVOCATION AND PLEDGE OF ALLEGIANCE 2. AGENDA AND MINUTES A. Approval of today's regular, consent and summary agenda as amended. (Ex Parte Disclosure provided by Commission member for summary agenda.) Approved and /or adopted with changes — 510 B. September 3, 2004 — BCC /Emergency Meeting — Hurricane Frances Briefing Approved — 510 3. SERVICE AWARDS Added A. 30 Year Attendee Curtis Anderson, Sr., Transportation Road Maintenance. 4. PROCLAMATIONS A. Proclamation to designate October 16, 2004 as NAACP Freedom Fund Day. To be accepted by Laverne Franklin. Adopted 510 B. Proclamation to designate Sunday, September 26, 2004 as Cancer Alliance of Naples Day. To be accepted by Steven Wheeler, Executive Director of the Cancer Alliance of Naples, Inc. 2 September 28, 2004 Adopted 510 C. Proclamation to designate the week of September 28, 2004 as Mental Illness Awareness Week. To be accepted by Don Williams. Adopted 510 D. Proclamation to designate the month of September as Lymphoma Awareness Month. To be accepted by Ana Preciado, Campaign Coordinator of the Leukemia and Lymphoma Society. Adopted 510 5. PRESENTATIONS A. Recommendation to recognize Cindi Gordon, Administrative Secretary, Bureau of Emergency Services as "Employee of the Month" for July 2004. Recognized B. Recommendation to recognize Mark Holmes, EMS Helicopter Pilot, Bureau of Emergency Services as "Employee of the Month" for September 2004. Recognized 6. PUBLIC PETITIONS 7. BOARD OF ZONING APPEALS 8. ADVERTISED PUBLIC HEARINGS Moved from Item #17A A. This item requires that all participants be sworn in and ex parte disclosure be provided by Commission members. DRI -04 -AR -5317, Airport road Limited Partnership represented by Richard Yovanovich, of Goodlette, Coleman & Johnson, P.A., requesting an amendment to the Pine Air Land Development of Regional Impact Development Order in order to extend the termination and building dates from October 15, 2000 to October 14, 2005 for property located on the west side of Airport- Pulling Road (C.R. 31) approximately a quarter mile north of Pine Ridge Road in Section 11, Township 49 South, Range 25 East, Collier County, Florida. Resolution 2004 -310 / DO 2004 -02 Adopted w /stipulations — 5/0 3 September 28, 2004 9. BOARD OF COUNTY COMMISSIONERS A. Appointment of members to the Public Vehicle Advisory Committee. Resolution 2004 -311 re- appointing Randall R. Smith, Tony Marino and Russell Berghuis - Adopted 510 B. Appointment of members to the Collier County Planning Commission. Resolution 2004 -312 appointing Donna Reed and re- appointing Brad Schiffer — Adopted 510 and re- appointing Mark Strain - Adopted 510 C. Appointment of member to the Black Affairs Advisory Board Resolution 2004 -313 appointing Felicia Watson - Adopted 510 D. Recommendation to declare a vacancy on the Black Affairs Advisory Board. Resolution 2004 -314 - Adopted 510 E. Appointment of member to the Collier County Citizens Corps. Resolution 2004 -315 appointing Jerry Sanford with North Naples Fire — Control & Rescue District — Adopted 510 F. Appointment of member to the Community Character /Smart Growth Advisory Committee. Resolution 2004 -316 appointing Michael Boyd - Adopted 5/0 10. COUNTY MANAGER'S REPORT A. Recommendation to award a contract for Bid No. 04 -3666R to Lodge Construction, Inc. in the amount of $3,626,844.00 for construction of renovations to the Public Utilities Operations Center, Project Number 70059 and 73072. (Jim DeLony, Administrator, Public Utilities) Approved 4/1 (Commissioner Henning opposed) Continued to the October 26, 2004 BCC Meeting B. Recommendation to adopt a resolution authorizing condemnation of fee simple interest in the proposed right -of -way and/or stormwater retention and treatment pond sites, as well as perpetual, non - exclusive road right -of -way, drainage and utility easements, perpetual, non - exclusive slope easements, and temporary driveway restoration easements, which will be required for the construction of roadway, drainage and utility improvements to Logan 4 September 28, 2004 Boulevard from Vanderbilt Beach Road to Immokalee Road (Project No. 60166). Estimated fiscal impact: $5,760,000.00. (Norman Feder, Administrator, Transportation Services) C. Recommendation to adopt a resolution authorizing the fee simple acquisition of property by condemnation for the purpose of providing the Wiggins Pass Basin with an unobstructed stormwater outfall. Fiscal impact $250,000 (Project 512122) (Norman Feder, Administrator, Transportation Services) Resolution 2004 -317 Adopted 510 D. The Annual Performance Appraisal for the County Manager. (Jim Mudd, County Manager) A motion was made for a lump sum distribution of merit pay in the amount of $14,048.68 - Approved 510 E. Review and approve the FY2005 Annual Work Plan for the County Manager. (Jim Mudd, County Manager) Approved 510 F. Recommendation to deny the request by Waterways Joint Venture IV for refund of Transportation Impact Fees totaling $217,830 for the Summit Place project. (Joseph Schmitt, Administrator, Community Development & Environmental Services) A Motion was made to refund the amount of $217,830 to Applicant — Approved 3/2 (Coletta and Halas opposed) G. Presentation of the Golden Gate High School Bridge Study conducted by the Collier County School Board evaluating the traffic impacts of a pedestrian bridge or a vehicular bridge over the Golden Gate canal at the south end of Tropicana Boulevard in Golden Gate City. (Norman Feder, Administrator, Transportation Services) Discussed H. Recommendation to approve a Locally Funded Agreement and Memorandum of Agreement with the State of Florida Department of Transportation (FDOT) for the advancement of $1.8 million for the U.S. 41 (project number 620091) from SR 951 to CR 92 Project Development and Environment (PD &E) Study. (Norman Feder, Administrator, Transportation Services) 5 September 28, 2004 Boulevard from Vanderbilt Beach Road to Immokalee Road (Project No. 60166). Estimated fiscal impact: $5,760,000.00. (Norman Feder, Administrator, Transportation Services) C. Recommendation to adopt a resolution authorizing the fee simple acquisition of property by condemnation for the purpose of providing the Wiggins Pass Basin with an unobstructed stormwater outfall. Fiscal impact $250,000 (Project 512122) (Norman Feder, Administrator, Transportation Services) Resolution 2004 -317 Adopted 510 D. The Annual Performance Appraisal for the County Manager. (Jim Mudd, County Manager) A motion was made for a lump sum distribution of merit pay in the amount of $14,048.68 - Approved 510 E. Review and approve the FY2005 Annual Work Plan for the County Manager. (Jim Mudd, County Manager) Approved 510 F. Recommendation to deny the request by Waterways Joint Venture IV for refund of Transportation Impact Fees totaling $217,830 for the Summit Place project. (Joseph Schmitt, Administrator, Community Development & Environmental Services) A Motion was made to refund the amount of $217,830 to Applicant — Approved 3/2 (Coletta and Halas opposed) G. Presentation of the Golden Gate High School Bridge Study conducted by the Collier County School Board evaluating the traffic impacts of a pedestrian bridge or a vehicular bridge over the Golden Gate canal at the south end of Tropicana Boulevard in Golden Gate City. (Norman Feder, Administrator, Transportation Services) Discussed H. Recommendation to approve a Locally Funded Agreement and Memorandum of Agreement with the State of Florida Department of Transportation (FDOT) for the advancement of $1.8 million for the U.S. 41 (project number 620091) from SR 951 to CR 92 Project Development and Environment (PD &E) Study. (Norman Feder, Administrator, Transportation Services) 5 September 28, 2004 Approved — 510 I. Recommendation to approve amendment for the South County Regional Water Treatment Plant 8 MGD Reverse Osmosis (SCRWTP) construction contract to an amount of $7,678,866 and to approve transfer of funds from reserves to the contract in the amount of $2,870,547, Project 70054. (Jim DeLony, Administrator, Public Utilities) Approved — 510 J. That the Board approve and authorize the Chairman to sign a standard, County Attorney approved contract for RFP 04 -3629 "Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization 2030 Long Range Transportation Plan Update, in the total amount of $324,513.27 with Cella and Associates. (Norman Feder, Administrator, Transportation Services) Approved — 510 Continued to the October 26, 2004 BCC meeting K. Recommendation to adopt a resolution authorizing the acquisition by gift or purchase of fee simple interests in the proposed right -of -way and/or stormwater retention and treatment pond sites, as well as perpetual, non- exclusive road right -of -way, drainage and utility easements, perpetual non- exclusive slope easements, and temporary driveway restoration easements, and temporary construction easements, which will be required for the construction of roadway drainage and utility improvements t Logan Boulevard from Vanderbilt Beach Road to Immokalee Road. (Project No. 60166). Estimated fiscal impact: $5,760,000.00 11. PUBLIC COMMENTS ON GENERAL TOPICS 12. COUNTY ATTORNEY'S REPORT A. Recommendation to Approve the Settlement Agreement and Mutual Release involving Litigation in Collier County v. Nationwide Health Properties, Inc. A/K/A Homewood Residence, Case No. 02- 4943 -CA, in the Circuit Court of the Twentieth Judicial Circuit. Approved — 510 13. OTHER CONSTITUTIONAL OFFICERS 6 September 28, 2004 14. AIRPORT AUTHORITY AND /OR COMMUNITY REDEVELOPMENT AGENCY 15. STAFF AND COMMISSION GENERAL COMMUNICATIONS A. Request funds for the Naples Bay Boat Speed Limits B. Audit Committee C. Letter Reply in regards to Impact Fees for School Board D. Golden Gate Overpass ------------------------------------------ --------------------- 16. CONSENT AGENDA — All matters listed under this item are considered to be routine and action will be taken by one motion without separate discussion of each item. If discussion is desired by a member of the Board, the item(s) will be removed from the Consent Agenda and considered separately. -------------------------------------------------- - - - - -- A. COMMUNITY DEVELOPMENT & ENVIRONMENTAL SERVICES 1) Recommendation to approve final acceptance of water utility facilities for Hawks Nest at Fiddler's Creek. w /release of Utilities Performance Security 2) Recommendation to approve final acceptance of water and sewer utility facilities for Pine Ridge Commons aka Magnolia Square. w /release of Utilities Performance Security 3) Recommendation to grant final approval of the roadway (private) and drainage improvements for the final plat of "Ibis Cove Phase Two -B." The roadway and drainage improvements will be privately maintained. Resolution 2004 -298 4) Recommendation to approve final acceptance of water and sewer utility facilities for Quail West, Phase 3, Unit 3. w /release of Utilities Performance Security 5) Recommendation to grant final approval of the roadway (private) and drainage improvements for the final plat of "Quail West Phase III, 7 September 28, 2004 Unit Three ". The roadway and drainage improvements will be privately maintained. Resolution 2004 -299 6) Recommendation to approve final acceptance of water and sewer utility facilities for Quail West, Phase III, Unit Two. The roadway and drainage improvements will be privately maintained. Resolution 2004 -300 7) Recommendation to approve final acceptance of water and sewer utility facilities for Quail West, Phase 3, Unit 2. w /release of Utilities Performance Security 8) Recommendation to approve final acceptance of water and sewer utility facilities for Island Walk, Phase 5 -13. w /release of Utilities Performance Security 9) Recommendation to approve final acceptance of water and sewer utility facilities for Cardinal Cove at Fiddler's Creek. w /release of Utilities Performance Security 10) Recommendation that the State continue the Florida Enterprise Zone Program pursuant to the Florida Enterprise Zone Act, established in Sections 298.001- 290.016, Florida Statutes. Resolution 2004 -301 11) Recommendation to grant final approval of the roadway (private) and drainage improvements for the final plat of "Augusta Falls ". The roadway and drainage improvements will be privately maintained. Resolution 2004 -302 12) Recommendation to grant final approval of the roadway (private) and drainage improvements for the final plat of "Fountainhead ". The roadway and drainage improvements will be privately maintained. Resolution 2004 -303 13) Recommendation to grant final approval of the roadway (private) and drainage improvements for the final plat of "Villa Vistana at the Vineyards ". The roadway and drainage improvements will be privately maintained. 8 September 28, 2004 Resolution 2004 -304 14) Recommendation to approve for recording the final plat of "Charlee Estates -Phase Two ", approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. w /stipulations 15) Recommendation to approve contracts related to RFP 04 -3677 for "Special Master Services for Collier County Code Enforcement Department" (Estimated maximum annual contract amount $125,000.00). To hear cases related to violations of the Collier County Code of Laws and Ordinances and contested citations. B. TRANSPORTATION SERVICES 1) Recommendation to approve award of a construction contract with Quality Enterprises USA, Inc. intersection improvements in the amount of $397,213.00 on Golden Gate Parkway at 50`" Street S.W. Bid No. 04 -3696. As detailed in the Executive Summary 2) Recommendation to Approve award of Bid #04 -3693, "TS -2 Type l Traffic Controller Cabinet Assembly" to Traffic Products Incorporated, in the amount of $264,120 to be funded from Project 60172 -2, "Computerized Signal System," and reimbursed by the Florida Department of Transportation. For use in forthcoming intersection improvements during Phase II of the Advanced Traffic Management System (ATMS). 3) Recommendation to Award Bid No. 04 -3665 for an Annual contract to purchase Wetland Mitigation Credits. As detailed in the Executive Summary 4) Recommendation to approve a Budget Amendment to recognize revenue that was received from FDOT for Phase II Design of the Advanced Traffic Management System and to appropriate in a project to be used for SCOOT (Split Cycle Offset Optimization Technique) Project No. 601724 for expenditures that will be incurred during the 9 September 28, 2004 implementation of traffic signal system enhancement in the amount of $795,000.00. Initial implementation will be accomplished along Pine Ridge Road from Goodlette -Frank Road to Logan Boulevard. 5) Award Bid #04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance" for FY 2004 -2005 to Commercial Land Maintenance C. PUBLIC UTILITIES 1) Recommendation to approve annual Rate Resolution to set landfill tipping fees, recycling center fees, residential annual assessments and commercial waste collection fees for Fiscal Year 2005. Resolution 2004 -305 2) Recommendation to award a contract for Bid No. 04 -3680 to Belair Builders, Inc. in the amount of $886,487.56 for installation of a 16- inch sanitary sewer force main along Collier Boulevard (CR -951) and Vanderbilt Beach Road (CR -862), Project Numbers 73085 and73086. 3) Recommendation to approve a $92,000 Budget Amendment, Pre - Construction Monitoring Work Order and Permitting Work Order Amendment under Contract #01 -3271, Fixed Term Professional Engineering Services for Coastal Zone Management Projects, with Humiston & Moore Engineers for the Hideaway Beach Renourishment, Project 90502, in the amount of $91,259; and confirmation of a Mangrove Study Work Order for Hideaway Beach Annual Monitoring, Project 90540, in the amount of $8,000. As detailed in the Executive Summary D. PUBLIC SERVICES 1) Recommendation to support the Florida Association of Counties (FAC) Select Medicaid Reform Workgroup proposal for Florida Medicaid Reform. As detailed in the Executive Summary 2) Recommendation to approve an Agreement for Officiating Services with Collier Athletic Arbiters Association, Inc. for officials for adult softball games. 10 September 28, 2004 To provide high- quality, low -cost officials for adult softball leagues. 3) Recommendation to approve Naples Wholesale Bait as a sole source supplier of live bait shrimp for resale at Caxambas Park, with an estimated Fiscal Year 2005 expenditure of $40,000. E. ADMINISTRATIVE SERVICES 1) Report and ratify staff - approved change orders and changes to work orders to Board - approved contracts. As detailed in the Executive Summary 2) Recommendation to adopt a resolution approving the 2005 Fiscal Year Pay and Classification Plan, providing for a general wage adjustment and merit increase and also authorizing the creation of new classifications, modification and/or deletion of classifications and assignment of pay ranges from the proposed 2005 Fiscal Year Pay and Classification Plan, using the existing "Archer" point- factor job evaluation system, for positions below the level of Director, subject to quarterly ratification by the Board of County Commissioners. Resolution 2004 -306 3) Approval to purchase Property, Casualty and Workers' Compensation Insurance and Related Services for FY 2005. As detailed in the Executive Summary F. COUNTY MANAGER 1) Recommendation to approve First Amendment to the 2004 Tourism Agreement Between the Board of County Commissioners of Collier County, Florida and the Naples Botanical Garden Extending Agreement to January 31, 2005. 2) Recommendation to Approve a Resolution Requiring FY 06 Budgets for the Sheriff, Clerk, and Supervisor of Elections to be submitted by May 1, 2005. Resolution 2004 -307 3) Approval of Budget Amendments 11 September 28, 2004 As detailed in the Executive Summary 4) Recommendation to Approve an Interlocal Agreement between Board of County Commissioners and the City of Naples for the Renourishment of the City of Naples Beaches in the amount of $9,914,600. 5) Recommendation to adopt a resolution approving amendments (appropriating grants, donations, contributions or insurance proceeds) to the Fiscal Year 2003 -04 Adopted Budget. Resolution 2004 -Bar -01 G. AIRPORT AUTHORITY AND /OR COMMUNITY REDEVELOPMENT AGENCY H. BOARD OF COUNTY COMMISSIONERS 1) Commissioner Halas' request for Board approval for reimbursement for attending a function serving a valid public purpose. Attend the United Way of Collier County Campaign 2004 Kick -Off on September 29, 2004. $20.00 to be paid from Commissioner Halas' travel budget Held at the Naples Beach Hotel & Golf Club, Naples, Florida 2) Commissioner Halas' request for Board approval for reimbursement for attending a function serving a valid public purpose. Attend the Collier County Museum's A Taste of History on October 20, 2004. $25.00 to be paid from Commissioner Halas' travel budget. Held at the Fresh Market, 4129 Tamiami Trail, Naples, Florida 3) For the Board of County Commissioners to declare a valid public purpose for a Commissioner to attend the United Way of Collier County Campaign 2004 Kick -Off event on September 29, 2004. $20.00 to be paid from Commissioner Henning's travel budget. Held at the Naples Beach Hotel & Golf Club, Naples, Florida 4) For the Board of County Commissioners to declare a valid public purpose for Commissioner Henning to attend the NAACP 22nd Annual Freedom Fund Banquet and Silent Auction. $55.00 to be paid from Commissioner Henning's travel budget. 12 September 28, 2004 Held at the Elks Lodge, 3950 Radio Road, Naples on October 16, 2004 I. MISCELLANEOUS CORRESPONDENCE 1) Miscellaneous Items to file for Record with Action as Directed. J. OTHER CONSTITUTIONAL OFFICERS 1) Recommend that the Board Authorize the Extension of the Tax Roll Before Completion of the Value Adjustment Board Hearings Pursuant to Section 197.323, F.S., and Tax Collector's Request To allow the Tax Collector to proceed with the issuance of tax notices by November 1, in the event the VAB cannot complete its decisions on all petitions on October 15, 2004. K. COUNTY ATTORNEY 1) Recommendation to approve an Agreed Order Awarding Appraisal Fees relative to the acquisition of Parcels 739 and 839 in the lawsuit styled Collier County v. Nancy L. Johnson -Perry et al., Case No. 03- 2373-CA (Golden Gate Parkway — Project 60027) Staff to pay the sum of $4,200.00 to Richard Harris & Associates, Inc. 2) Recommendation that the Board of County commissioners Approve the Stipulated Final Judgment Relative to the Acquisition of Parcels 121 and 122 in the Lawsuit Styled Collier County v. Carole Construction of Naples Inc., et al., Immokalee Road, Project #60018. Staff to deposit $34,900.00 into the Court Registry; and direct payment of $150.00 service fee to Clerk of Court. 3) Recommendation to authorize application for tax deeds for sixty (60) County -held tax certificates and to authorize a notice to proceed to the Tax Collector. As detailed in the Executive Summary 4) Recommendation that the Board of County Commissioners Adopt a Resolution Approving the 2005 Fiscal Year Pay and Classification 13 September 28, 2004 Plan, a General Wage Adjustment (COLA) and Merit Increase for the Office of the County Attorney. Resolution 2004 -308 5) Recommendation to the Board of County commissioners to approve a Settlement With Project Integration, Inc. Arising Out of Disputes Over Payment and Delays in Connection With the North County Regional Water Reclamation Facility 5 -MGD Expansion Contract/Bid No. 99 -2908. As detailed in the Executive Summary 17. SUMMARY AGENDA — THIS SECTION IS FOR ADVERTISED PUBLIC HEARINGS AND MUST MEET THE FOLLOWING CRITERIA: 1) A RECOMMENDATION FOR APPROVAL FROM STAFF; 2) UNANIMOUS RECOMMENDATION FOR APPROVAL BY THE COLLIER COUNTY PLANNING COMMISSION OR OTHER AUTHORIZING AGENCIES OF ALL MEMBERS PRESENT AND VOTING; 3) NO WRITTEN OR ORAL OBJECTIONS TO THE ITEM RECEIVED BY STAFF, THE COLLIER COUNTY PLANNING COMMISSION, OTHER AUTHORIZED AGENCIES OR THE BOARD, PRIOR TO THE COMMENCEMENT OF THE BCC MEETING ON WHICH THE ITEM S ARE SCHEDULED TO BE HEARD; AND 4) NO INDIVIDUALS ARE REGISTERED TO SPEAK IN OPPOSITION OF THE ITEM FOR THOSE ITEMS, WHICH ARE QUASIJUDICAL IN NATURE, ALL PARTICIPANTS MUST BE SWORN IN. Moved to Item #8A A. This item requires that all participants be sworn in and ex parte disclosure be provided by Commission members. DRI -04 -AR -5317, Airport road Limited Partnership represented by Richard Yovanovich, of Goodlette, Coleman & Johnson, P.A., requesting an amendment to the Pine Air Land Development of Regional Impact Development Order in order to extend the termination and building dates from October 15, 2000 to October 14, 2005 for property located on the west side of Airport- Pulling Road (C.R. 31) approximately a quarter mile north of Pine Ridge Road in Section 11, Township 49 South, Range 25 East, Collier County, Florida. B. Recommendation to adopt a resolution Amending the Effluent Irrigation (Reuse) Customer Rates which is Schedule Three of Appendix A to Section Four of Collier county Ordinance No. 2001 -73, Titled the Collier Water- 14 September 28, 2004 Sewer District Uniform Billing, Operating and Regulatory Standards Ordinance. Resolution 2004 -309 C. Request that the Board of County Commissioners approve an Ordinance providing for the reestablishment and renaming of an Advisory Committee to provide input and assist staff with the Restudy of the Immokalee Area Master Plan. Ordinance 2004 -62 18. ADJOURN IN(OUIRES CONCERNING CHANGES TO THE BOARD'S AGENDA SHOULD BE MADE TO THE COUNTY MANAGER'S OFFICE AT 774 -8383. 15 September 28, 2004 2 t AGENDA CHANGES BOARD OF COUNTY COMMISSIONERS' MEETING September 28 2004 Add Item #3A 30 Year Attendee: Curtis Anderson, Sr., Transportation Road Maintenance. (Staff request.) Item 1013 continued to the October 26 2004 BCC meeting: Recommendation to adopt a resolution authorizing condemnation of fee simple interest in the proposed right -of -way and /or stormwater retention and treatment pond sites, as well as perpetual, non - exclusive road right -of -way, drainage and utility easements, perpetual, non - exclusive slope easements, and temporary driveway restoration easements, which will be required for the construction of roadway, drainage and utility improvements to Logan Boulevard from Vanderbilt Beach Road to Immokalee Road. (Project No. 60166). Estimated fiscal impact: $5,760,000. (Staff request.) Item 161<3 - Additional backup information: (Backup information was omitted for this item and has been made available.) Recommendation to authorize application for tax deeds for sixty (60) County -held tax certificates and to authorize a notice to proceed to the Tax Collector. (Staff request.) Correction to Item 16K5: On the "Contract Modification Checklist Form ", the last line of paragraph titled, "Summary of Proposed Change (s), should read: and the preservation of any claims for unknown defects by the County against Project Integration. (The word `unknown' was omitted from original document.) In the paragraph titled, "Justification for Changes ", second sentence, the word should be "contract" rather than contact. (Staff request.) Move item 17A to 8A: This item requires that all participants be sworn in and ex parte disclosure be provided by Commission members. DRI -04 -AR -5317, Airport Road Limited Partnership represented by Richard Yovanovich of Goodlette, Coleman & Johnson, P.A., requesting an amendment to the Pine Air Lakes Development of Regional Impact Development Order in order to extend the termination and build -out dates from October 15, 2000 to October 14, 2005 for property located on the west side of Airport- Pulling Road (C.R. 31) approximately a quarter mile north of Pine Ridge Road in Section 11, Township 49 South, Range 25 East, Collier County, Florida. (Commissioner Coyle request.) PROCLAMA TION I WHEREAS, The National Association of the Advancement of Colored People Freedom Fund Branch (NAACP), will hold its twenty- second Freedom Fund Banquet and Awards Ceremony on Saturday, October 16, 2004 at the Elks Lodge; and, WHEREAS, proceeds of this event will be used to ensure that economical, political, educational and social equality remain strong within our community; and, WHEREAS, the public is invited to attend and share in this celebration of freedom for all. NOW THEREFORE, be Collier CQ DONE AND ATTEST: DWI,9�T E. BROCK, CLERK CP 2004. COLLIER COUNTY, D R Commissioners of be designated as ONERS VZ PROCLAMA TION WHEREAS, many are engaged in the flight against cancer with research, national programs, improving medical treatment and more; and WHEREAS, here `in Collier County, the quality of life needs for cancer patients and their families too often have been left unmet; and, WHEREAS, the community had no central resource where frightened and confused patients could find emotional and financial support, and, WHEREAS, in mid -2002, a group of Naples citizens and long -time supporters of cancer organizations recognized these needs among their friends and families, and neighbors, and created the Cancer Alliance of Naples, Inc. ; and, WHEREAS, CAN is "a grassroots volunteer goverwed, charitable orgonization of Naples Day" any other pport of those of Collier and calls oh the, people of Cdll /er County, `F/ da and interested groups to embrace Cancer All /once of Naples ;pay or► Friday October is" 2004 and to celebrate at the Big Fat Beach -Bash on Saturday, October 2'd a t the Nap /es Beach Hotal: c "►lf Club from 4: OOP. m. to 10: OOP. m. DONE AND ORDERED THIS 28th of September 2004. ATTEST• DWI&T E. BROCK, CLERK BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA DONNA hxtA. CHAIRMAN PROCLAMA TION l 4 WHEREAS, The National Alliance for the Mentally I// has proclaimed the week of October 3 -9, 2004, as Mental Illness Awareness Week; andtr WHEREAS, The National Alliance for the Mentally Ill of Collier County is dedicated to improving the lives for those affected by mental illness through support, advocacy, and education; and, WHEREAS, one in four persons are affected with mental illness and we recognize that these disorders can be treated effectively; and, WHEREAS, NAMI is recognizing October 7th as Bipolar Awareness Day during Mental Illness Week, and, WHEREAS, The National Alliance for the Mentally Ill of Collier County hopes A7;0 DWI61-17- F. BROCK, CLERK PROCLAMA TION WHEREAS, blood - related cancers currently afflict more than 712,145 Americans with an estimated 110, 960 new cases diagnosed each year; and, WHEREAS,, leukemia, lymphoma, and myeloma will kill an estimated 55,100 people in the United States this year; and, WHEREAS, The Leukemia 4 Lymphoma Society, through voluntary contributions, is dedicated to finding cures for these diseases through research efforts and the support for those that suffer from them, and, WHEREAS, The Leukemia and Lymphoma Society maintains offices in Bonita Springs and Tampa to support patients with these diseases and their family members in Florida; and, WHEREAS, the State of Florida s siop#1 /y committed to the eradication of DONE AND ORDERED THIS 28th Day of September, 2004. ATTEST: Z -� %, DWIGH BROCK, CLERK BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA �r DONNA F ALA, CHAIRMAN COLLIER COUNTY FLORIDA A REQUEST FOR LEGAL ADVERTISING OF PUBLIC HEARINGS To: Clerk to the Board: Please place the following as a: XXX Normal Legal Advertisement Other: (Display Adv., location, etc.) ************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Originating Dept/ Div: Comm.Dev.Serv./Planning Person: Ray Bellows RG Date: Auysi- 4j Petition No. (If none, give brief description): DOA - 2004 -AR -5317, Pine Air Lakes (DRI -84 -5) Petitioner: (Name & Address): Goodlette, Coleman & Johnson, P.A., Richard D. Yovanovich, 4001 Tamiami Trail N., Suite 300, Naples, Fl. 34103 Name & Address of any person(s) to be notified by Clerk's Office: (If more space is needed, attach separate sheet) Naples Plaza LP, 800 Seagate Drive, Suite 302, Naples, Fl. 34103; ALSO SEE ATTACHED Hearing before BCC BZA Other Requested Hearing date: September 28, 2004 Based on advertisement appearing 15 days before hearing. Newspaper(s) to be used: (Complete only if important): XXX Naples Daily News Other Legally Required Proposed Text: (Include legal description & common location & Size: Petition: DOA - 2004 -AR -5317, Airport Road Limited Partnership, represented by Richard Yovanovich, of Goodlette, Coleman & Johnson, P.A., requesting a Development Order Amendment to the Pine Air Lakes Development of Regional Impact (DRI). The purpose is to extend the termination date build -out date from October 15, 2000 to October 14, 2005 for property located on the west side of Airport - Pulling Road (C.R. 31) and approximately '/ mile north of Pine Ridge Road (C.R. 896), in Section 11, Township 49 South, Range 25 East, Collier County, Florida. Companion petition(s), if any & proposed hearing date: Does Petition Fee include advertising cost? Yes No If Yes, what account should be charged for advertising costs: 113- 138312- 649110 Reviewed by: Aepartment Head ate List Attachments: Approved by: County Manager DISTRIBUTION INSTRUCTIONS Date A. For hearings before BCC or BZA: Initiating person to complete one copy and obtain Division Head approval before submitting to County Manager. Note: If legal document is involved, be sure that any necessary legal review, or request for same, is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute copies: County Manager agenda file: to Requesting Division Original Clerk's Office B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office, retaining a copy for file. FOR CLERK'S OFFICE USE ONLY: Date Received: a 23'01 Date of Public hearing: -f' Z$' Oq Date Advertised: �' (�•O� RESOLUTION 04 -_ 91A DEVELOPMENT ORDER 04- A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS AMENDING DEVELOPMENT ORDER 85 -5, AS AMENDED, FOR THE PINE AIR LAKES DEVELOPMENT OF REGIONAL IMPACT (DRI) BY PROVIDING FOR: SECTION ONE: AMENDMENTS TO DEVELOPMENT ORDER TO EXTEND THE TERMINATION DATE; SECTION TWO: FINDINGS OF FACT; SECTION THREE: CONCLUSIONS OF LAW; AND SECTION FOUR: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDER, TRANSMITTAL TO DCA AND EFFECTIVE DATE. WHEREAS, the Board of County Commissioners of Collier County approved Development Order 85 -5, which approved a Development of Regional Impact (DRI) known as Pine Air Lakes on November 12, 1985; and WHEREAS, the Southwest Regional Planning Council appealed Development Order 85 -5; WHEREAS, the appeal was settled by the Board of County Commissioners adopting Resolution 86 -63, which amended the Pine Air Lakes Development Order, on April 15, 1986 ;and WHEREAS, the Application for Development Approval (ADA) was incorporated into.and by reference made a part of the Development Order; and WHEREAS, the real property which is the subject of the Development Order is 'legally described and set forth as Exhibit A to the Development Order; and WHEREAS, the appeal of Development Order 85 -5 had the effect of extending the build out date from November 12, 1995, to April 15, 1996; and WHEREAS, the Development Order was amended on May 10, 1994, by Resolution 9,4 -349, Development Order 94 -2; and WHEREAS, the owners of the DRI property are desirous of amending the Development Order; and WHEREAS, Richard Yovanovich of Goodlette, Coleman, and Johnson, P.A., representing Naples Associates Limited Partnership has petitioned the Board of County Commissioners to further amend the Pine Air Lakes Development Order, and WHEREAS, the Collier County Planning Commission has reviewed and considered the report and recommendations of the Southwest Florida Regional Planning Council ( SWFRPC) and held a public hearing on the petition on October 16, 2004; and WHEREAS, the Board of County Commissioners of Collier County has reviewed and considered the reports of SWFRPC and the Collier County Planning Commission and held a public hearing on Words stFuek thfaugh are deleted; words underlined are added. Page 1 of 3 • NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: AMENDMENTS TO DEVELOPMENT ORDER Paragraph 3, the Future Resolution Section, of Development Order 85 -5, as amended, is amended to read as follows: 3. This Development Order's termination date ' " ` ° ` ^"`` " "•` ° °' ) . afs 4996), The and the project buildout date shall be the same date as the B� which is October 3_5,2000 14, 2005. SECTION TWO: FINDINGS OF FACT A. The application is in accordance with Subsection 380.06(19), Florida Statutes. B. The applicant submitted Notification of Proposed Change to a Previously Approved Development of Regional Impact (DRI) pursuant to Subsection 380.06(19) Florida Statutes, as composite Exhibit A, and by reference made a part hereof, to the extent that it is not inconsistent with the terms and conditions of this Development Order. C. The applicant proposes the development of Pine Air Lakes on 148.99 acres of land in Collier County for residential, recreational and open space uses. D. The proposed changes to the previously approved Development Order are consistent with the report and recommendations of SWFRPC. E. A comprehensive review of the impact generated by the proposed changes to the previously approved development has been conducted by the County's departments and the SWFRPC. , F. The development is not in an area designated an Area of Critical State Concern pursuant to the provisions of Section 380.06, Florida Statutes, as amended. SECTION THREE: CONCLUSIONS OF LAW A. The proposed changes to the previously approved Development Order do not constitute a substantial deviation pursuant to Subsection 380.06(19), Florida Statutes. The scope of the development to be permitted pursuant to this Development Order Amendment includes operations described in the Notification of Proposed Change to a Previously Approved DRI, Exhibit A, attached hereto and by reference made a part hereof. B. The proposed changes to the previously approved Development Order are consistent with the report and recommendations of the SWFRPC. C. The proposed changes to the previously approved development will not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the area. D. The proposed changes to the previously approved development are consistent with the Collier County Land Development Code adopted pursuant thereto. E. The proposed changes to the previously approved development are consistent with the State Comprehensive Plan. SECTION FOUR: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDER, TRANSMITTAL TO DCA AND EFFECTIVE DATE Words st-•• k thFaush are deleted; words underlined are added. Page 2 of 3 i A A. Except as amended hereby, Development Order 85 -5, as amended, shall remain in full force and effect, binding in accordance with its terms on all parties thereto. B. Copies of this Development Order Number shall be transmitted immediately upon execution to the Department of Community Affairs, Bureau of Land and Water Management, and the Southwest Florida Regional Planning Council. C. This Development Order shall take effect as provided by law. BE IT FURTHER RESOLVED that this Resolution be recorded in the minutes of this Board. This Resolution adopted this day of 2004, after motion, second and majority vote. ATTEST: DWIGHT E. BROCK, Clerk Bv: Deputy Clerk Approved as to form and legal sufficiency Marjorie,l`I. Student Assistant County Attorney D R I -2003 -AR- 5317/RB /sp BOARD OF COUNTY COMISSIONERS COLLIER COUNTY, FLORIDA By: DONNA FIALA, CHAIRMAN Words stfuek dwoug are deleted; words underlined are added. Page 3 of 3 EXHIBIT "A" LEGAL DESCRIPTION Lots 1, 3 and 4, PINE AIR LAKES UNIT FOUR, thereof recorded in Plat Book 38, pages 51 to 53inclusi according oftthe public records Of Collier County, Florida. Tract A, PINE AIR LAKES UNIT THREE, according to the map or plat thereof recorded in Plat Book 38, pages 25 to 27, inclusive, of the public records of Collier County, Florida Tract B, PINE AIR LAKES UNIT THREE, according to the map or plat thereof recorded in Plat Book 38, pages 25 to 27, inclusive, of the public records of Collier County, Florida. Tract L1, PINE AIR LAKES UNIT TWO, according to the map or plat thereof recorded in Plat Book 32 pages 69 to 72, inclusive, of the public records of Collier County, Florida. Naples Boulevard as shown on the plat of PLNE AIR LAKES UNIT ONE, according to the map or plat thereof recorded in Plat Book 24, pages 98 to 101, inclusive, of the public records of Collier County, Florida. i� August 23, 2004 Attn: Pam Naples Daily News 1075 Central Avenue Naples, FL 34102 Re: Notice of Public Hearing to Consider Petition DOA - 2004 -AR -5317 Dear Pam: Please advertise the above referenced petition on Sunday, September 12, 2004 and kindly send the Affidavit of Publication, in duplicate, together with charges involved to this office. Thank you. Sincerely, Linda A. Houtzer Deputy Clerk Enclosure Charge to: 113 - 138312- 649110 NOTICE OF PUBLIC HEARING Notice is hereby given that the Board of County Commissioners of Collier County will hold a public hearing on Tuesday September 28, 2004, in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3301 East Tamiami Trail, Naples, Florida. The meeting will begin at 9:00 A.M. A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS AMENDING DEVELOPMENT ORDER 85 -5, AS AMENDED, FOR THE PINE AIR LAKES DEVELOPMENT OF REGIONAL IMPACT (DRI) BY PROVIDING FOR: SECTION ONE: AMENDMENTS TO DEVELOPMENT ORDER TO EXTEND THE TERMINATION DATE; SECTION TWO: FINDINGS OF FACT; SECTION THREE: CONCLUSIONS OF LAW; AND SECTION FOUR: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDER, TRANSMITTAL TO DCA AND EFFECTIVE DATE. Petition DOA - 2004 -AR -5317, Airport Road Limited Partnership, represented by Richard Yovanovich, of Goodlette, Coleman & Johnson, P.A., requesting a Development Order Amendment to the Pine Air Lakes Development of Regional Impact (DRI). The purpose is to extend the termination date build -out date from October 15, 2000 to October 14, 2005 for property located on the west side of Airport - Pulling Road (C.R. 31) and approximately 1/ mile north of Pine Ridge Road (C.R. 896), in Section 11, Township 49 South, Range 25 East, Collier County, Florida. NOTE: All Persons wishing to speak on any agenda item must register with the County Administrator prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 5 minutes on any item. The selection of an individual to speak on behalf of an organization or group is encouraged. If recognized by the Chair, a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All material used in presentations before the Board will become a permanent part of the record. Any person who decides to appeal a decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA DONNA FIALA, CHAIRMAN DWIGHT E. BROCK, CLERK By: /s /Linda A. Houtzer, Deputy Clerk (SEAL) C�a�unt -of - Collher CLERK OF THt CIRCUIT Dwight E. Brock COLLIER COUNTY 3301 TAMIAMI 4TIALETA%%VTL Clerk of Courts . P.O. BOX 4P1044 NAPLES, FLORIDA"3 101 -36' i August 23, 2004 Richard D. Yovanovich Goodlette, Coleman & Johnson, P.A. 4001 Tamiami Trail N. Suite 300 Naples, Florida 34103 MMM COURT Clerk of Courts Accountant Auditor Custodian of County Funds Re: Notice of Public Hearing to consider Petition DOA - 2004 -AR -5317 Pine Air Lakes (DRI -84 -5) Dear Petitioner: Please be advised that the above referenced petition will be considered by the Board of County Commissioners on Tuesday, September 28, 2004 as indicated on the enclosed notice. The legal notice pertaining to this petition will be published in the Naples Daily News on Sunday, September 12, 2004. You are invited to attend this public hearing. Sincerely, DWIGHT E. BROCK, CLERK Ge�xaCa Linda A. Houtzer, Deputy Clerk Enclosure Phone - (239) 732 -2646 Fax - (239) 775 -2755 Website: www.clerk.collier.Mus Email: collierclerknclerk.collier.fl.us Dwight E. Brock Clerk of Courts 'Coui ty - ©f Collier CLERK OF THt GjRCLTIT COURT COLLIER COT NTY C�OURTIOUSE Clerk of Courts 3301 TAMIAMI T ++MAIL EA T P.O. BOX 4 h1044 Accountant NAPLES, FLORIDA\34101 -3044 Auditor Custodian of County Funds as 11 August 23, 2004 Naples Plaza LP 800 Seagate Drive Suite 302 Naples, Florida 34103 Re: Notice of Public Hearing to consider Petition DOA - 2004 -AR -5317 Pine Air Lakes (DRI -84 -5) Dear Petitioner: Please be advised that the above referenced petition will be considered by the Board of County Commissioners on Tuesday, September 281 2004 as indicated on the enclosed notice. The legal notice pertaining to this petition will be published in the Naples Daily News on Sunday, September 12, 2004. You are invited to attend this public hearing. Sincerely, DWIGHT E. BROCK, CLERK Linda A. Houtzer, Deputy Clerk Enclosure Phone - (239) 732 -2646 Fax - (239) 775 -2755 Website: www.clerk.collienfl.us Email: collierclerk@clerk.collienfl.us 9 A W. �"` ~- (E-mail) Good Morning. Please advertise the attached notice on Sunday, September 12, 2004. If you have any questions, please call 774-841I. Linda Minutes and Records 1 __ DOA 17 If you have any questions, please call 774-841I. Linda Minutes and Records 1 __ Zinda A JV'outzer From, sent., ?Jo.• Sudj a- r LI ATT990436.txt DOA - 2004 -ar -5317 -Postmasterga rk. colter. flus .Monday, August 23, 20041.38 FM Linda - 4..9loutzer Deli-very Status Votificatton (Reiay) *�MlO This is an automatically generated Delivery Status Notification. Your message has been successfully relayed to the following recipients, but the requested delivery status notifications may not be generated by the destination. legals @naplesnews.com i Pow Linda - 4._IIloutzer ,Trom.• System 4dministratorpostmasterCyna�lsnezvs comb Sent- .Monday, .august 23, 20041.32 F-3f moo.. Linda - 4..Voutzer SUIOectl Delvered DO_A zoo4- arS311- LJ DOA - 2004 -ar -5317 «DOA- 2004 -ar- 5317» Your message To: Legals (E -mail) Subject: DOA - 2004 -ar -5317 Sent: Mon, 23 Aug 2004 13:37:59 -0400 was delivered to the following recipient(s): Legals on Mon, 23 Aug 2004 13 :31:46 -0400 DOA - 2004 -ar -5317 Linda A. Houtzer From: legals [legals @napiesnews.com] Sent: Monday, August 23, 2004 2:27 PM To: Linda A. Houtzer Subject: RE: DOA - 2004 -ar -5317 OK - - - -- Original Message---- - From: Linda A. Houtzer [mailto: Linda. Houtzer @clerk.collier.fl.us] Sent: Monday, August 23, 2004 1:38 PM To: Legals (E -mail) Subject: DOA - 2004 -ar -5317 Good Morning, Page 1 of 1 Er A ..: Please advertise the attached notice on Sunday, September 12, 2004. «DOA 2004- AR- 5317.doc>> «DOA- 2004- AR- 5317.doc>> If you have any questions, please call 774 -8411. Linda Minutes and Records 8/23/2004 09/14/2004 16:17 2392634664 Naples Daily R7@ws Naples, 11"L 34102 NAPLESDAILY PAGE 04/04 Affidavit of Publication Naples Daily News --------------------------------------------- - - - - -- BOARD OF COUNTY COMISSIONERS CHERI LSFARA PO BOX 413016 STAPLES FL 34101-3016 REFERENCE: 001230 113138312649 58904029 DOA- 2004- AR- 5317NOTI State of Florida County of Collier Before the undersigned authority, personally appeared B. Lamb, who on oath says that she serves as Assistant Corporate Secretary of the Naples Daily News, a daily newspaper published at Naples, in Collier County, Florida: that the attached copy of advertising was published in said newspaper on dates listed. Affiant further says that the said Naples Daily News is a newspaper published at Naples, in said Collier County, Florida, and that the said newspaper has heretofore been continuously published in said Collier County, Florida, each day and has been entered as second class mail matter at the post office in Naples, in said Collier County, Florida, for a period of 1 year next preceding the first publication of the attached copy of advertisement; and affiant further says that she has neither paid nor romised any person, firm or corporation any pdi seount, rebate, commission or refund for the purpose of securing this advertisement for publiction in the said newspaper. PUBLISHED ON: 09/12 AD SPACE: 137.000 INCH FILED ON: 09/13/04 Signature of Affiant so.�a .a� couNtr VISUNTX. CMA1R- 6006K, A. Neulxer, r - �--------- +------ ----- --- ------- - - - - -- Sworn to and Subscribed before me this Personally known by me ��:� 4ion�e�t 61n1tia� jt � µYlr01�MS9tON+! DD2316e9 ERPIRES ' r hFty 2b, 1001 ±� gp►pfEp111AUiIlON FAN WlJMANC2*C 2 ovV" tAl_Q '53f i ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP V TO ACCOMPANY ALL ORIGINAL DCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document.,Original documents'should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board.has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, an information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson !line #51 Route to Addressee(s) (List in routing order) 1.Sandy Lea 2. 3. 4. 5. Sue Filson, Executive Manager Office CDES Board of County Commissioners Initials I Date PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normal! the rim summary. rim Y Primary contact is the person who for additional al o the executive �Y• ary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing jContinformation. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the act of Primary Staff Ray V. Bellows, Chief Planner Phone Number 403 -2463 a Date Item was ved b the BCC Agenda Item Number �1 �� f Document Number of Original 1 ed Documents Attached INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N /A" in the Not Annlic Original document has been signed/initialed for legal su: signed by the Chairman, with the exception of most lette by the Office of the County Attorney. This includes sign resolutions, etc. signed by the County Attorney's Office contracts, agreements, etc. that have been fully executed Chairman and Clerk to the Board and State Off All handwritten strike - through and revisions have been ll Office and all other parties except the BCC Chairman an The Chairman's signature document or the final negi date has been entered as fl :d contract date whichever - "sign here" tabs are placed on the appropriate pages ind signature and initials are required In most cases (some contracts are an exception), the origi should be provided to Sue Filson in the BCC office withi Some documents are time sensitive and require forwardir time frame or the BCC's actions are nullified. Be aware c I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 able column, whichever is Yes N/A (Not f iiciency. (All documents to be Initial) Applicable) rs, must be reviewed and signed ature pages from ordinances, and signature pages from by all parties except the BCC cials.) nitialed by the County Attorney's d , 1 the Clerk to the Board ►`t{l� ie date of BCC approval of the is applicable. icating where the Chairman's nal document and this routing slip n 24 hours of BCC approval. ig to Tallahassee within a certain if Your deadlines! 84 MEMORANDUM Date: October 8, 2004 To: Ray Bellows, Chief Planner From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution 2004 -310/ Development Order 04 -02 Re: The Pine Lakes Development of Regional Impact Enclosed please find one (1) copy of the document referenced above, Agenda Item #8A, approved by the Board of County Commissioners on Tuesday, September 28, 2004. The original document is being retained in the Minutes & Records Department, and certified copies are being sent to the appropriate agencies, per the Resolution. If you should have any questions, please contact me at ext. 8406. Thank you. Enclosure RESOLUTION 04- 310 DEVELOPMENT ORDER 04- 02 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS AMENDING DEVELOPMENT ORDER 85 -5, AS AMENDED, FOR THE PINE AIR LAKES DEVELOPMENT OF REGIONAL IMPACT (DRI) BY PROVIDING FOR: SECTION ONE: AMENDMENTS TO DEVELOPMENT ORDER TO EXTEND THE TERMINATION DATE; SECTION TWO: FINDINGS OF FACT; SECTION THREE: CONCLUSIONS OF LAW; AND SECTION FOUR: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDER, TRANSMITTAL TO DCA AND EFFECTIVE DATE. 8A WHEREAS, the Board of County Commissioners of Collier County approved Development Order 85 -5, which approved a Development of Regional Impact (DRI) known as Pine Air Lakes on November 12, 1985; and WHEREAS, the Southwest Regional Planning Council appealed Development Order 85 -5; WHEREAS, the appeal was settled by the Board of County Commissioners adopting Resolution 86 -63, which amended the Pine Air Lakes Development Order, on April 15, 1986; and WHEREAS, the Application for Development Approval (ADA) was incorporated into and by reference made a part of the Development Order; and WHEREAS, the real property which is the subject of the Development Order is legally described and set forth as Exhibit A to the Development Order; and WHEREAS, the appeal of Development Order 85 -5 had the effect of extending the build out date from November 12, 1995, to April 15, 1996; and WHEREAS, the Development Order was amended on May 10, 1994, by Resolution 94 -349, Development Order 94 -2; and WHEREAS, the owners of the DRI property are desirous of amending the Development Order; and WHEREAS, Richard Yovanovich of Goodlette, Coleman, and Johnson, P.A., representing Naples Associates Limited Partnership has petitioned the Board of County Commissioners to further amend the Pine Air Lakes Development Order; and WHERREAS, the Collier County Planning Commission has reviewed and considered the report and recommendations of the Southwest Florida Regional Planning Council (SWFRPC) and held a public hearing on the petition on October 2, 2004; and WHEREAS, the Board of County Commissioners of Collier County has reviewed and considered the reports of SWFRPC and the Collier County Planning Commission and held a public hearing on Words stfusk thfough are deleted; words underlined are added. Page 1 of 3 Aft r .f NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: AMENDMENTS TO DEVELOPMENT ORDER Paragraph 3, the Future Resolution Section, of Development Order 85 -5, as amended, is amended to read as follows: 3. This Development Order's termination date shall tefffliflate feuf4een (14) year 4996)} The and the project buildout date shall be the same date as the -Bed which is October 15, 000 14, 2005. SECTION TWO: FINDINGS OF FACT A. The application is in accordance with Subsection 380.06(19), Florida Statutes. B. The applicant submitted Notification of Proposed Change to a Previously Approved Development of Regional Impact (DRI) pursuant to Subsection 380.06(19) Florida Statutes, as composite Exhibit A, and by reference made a part hereof, to the extent that it is not inconsistent with the terms and conditions of this Development Order. C. The applicant proposes the development of Pine Air Lakes on 148.99 acres of land in Collier County for residential, recreational and open space uses. D. The proposed changes to the previously approved Development Order are consistent with the report and recommendations of SWFRPC. E. A comprehensive review of the impact generated by the proposed changes to the previously approved development has been conducted by the County's departments and the SWFRPC. F. The development is not in an area designated an Area of Critical State Concern pursuant to the provisions of Section 380.06, Florida Statutes, as amended. SECTION THREE: CONCLUSIONS OF LAW A. The proposed changes to the previously approved Development Order do not constitute a substantial deviation pursuant to Subsection 380.06(19), Florida Statutes. The scope of the development to be permitted pursuant to this Development- Order Amendment includes operations described in the Notification of Proposed Change to a Previously Approved DRI, Exhibit A, attached hereto and by reference made a part hereof. B. The proposed changes to the previously approved Development Order are consistent with the report and recommendations of the SWFRPC. C. The proposed changes to the previously approved development will not unreasonably interfere with the achievement of the objectives of the adopted Stater Land Development Plan applicable to the area. D. The proposed changes to the previously approved development are consistent with the Collier County Land Development Code adopted pursuant thereto. E. The proposed changes to the previously approved development are consistent with the State Comprehensive Plan. SECTION FOUR: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDER, TRANSMITTAL TO DCA AND EFFECTIVE DATE Words stfuek-thfough are deleted; words underlined are added. Page 2 of 3 84 A. Except as amend _ p amended hereby, Development Order 85 5, as amended, shall remain in full force and effect, binding in accordance with its terms on all parties thereto. B. Copies of this Development Order Number6+o shall be transmitted immediately upon execution to the Department of Community Affairs, Bureau of Land and Water Management, and the Southwest Florida Regional Planning Council, C. This Development Order shall take effect as provided by law. BE IT FURTHER RESOLVED that this Resolution be re /corded in the minutes of this Board. This Resolution adopted this � May of �J-f Q 1-1 2004, after motion, second and majority vote. ATTEST: DWIGHT E. BROCK, Clerk N rum's Apj r ®'red a91 of nd legal sut'G'' "y Marjorie; Y. Student Assistant County Attorney DR I -2003 -A R -5 317 /R B /sp BOARD OF COUNTY COMISSIONERS COLLIER COUNTY, FLORIDA By: DONN FIALA, CHAIRMAN Item_ Agenda Date T Date Recd Words str-uek through are deleted; words underlined are added. Page 3 of 3 is EXHIBIT "A» LEGAL DESCRIPTION Lots 1, 3 and 4, PINE AIR LAKES UNIT FOUR, according to the map or plat thereof recorded in Plat Book 38, pages 51 to 53, inclusive, of the public records Of Collier County, Florida. Tract A, PINE AIR LAKES UNIT THREE, according to the map or plat thereof recorded in Plat Book 38, pages 25 to 27, inclusive, of the public records of Collier County, Florida Tract B, PINE AIR LADS UNIT THREE, according to the map or plat thereof recorded in Plat Book 38, pages 25 to 27, inclusive, of the public records of Collier County, Florida. Tract L1, PINE AIR LAKES UNIT TWO, according to the map or plat thereof recorded in Plat Book 32 pages 69 to 72, inclusive, of the public records of Collier County, Florida. Naples Boulevard as shown on the plat of PINE AIR according to the map or plat thereof recorded in Plat Book zs UNIT ONE, inclusive, of the public records of Collier County, Florida. 'pages 98 to 101, 8A ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP r "� TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO A* THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE N1 (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are.to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines 91 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) List in routing order) Office Initials Date 1. a ro riate. (Initial) Applicable) 2. September 28, 2004 Agenda Item Number 9A 3. signed by the Chairman, with the exception of most letters, must be reviewed and signed 4. Resolution Number of Original 1 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached r/ PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Kay Nell, CLA, County Attorney's Office Phone Number X8400 Contact a ro riate. (Initial) Applicable) Agenda Date Item was September 28, 2004 Agenda Item Number 9A Approved by the BCC signed by the Chairman, with the exception of most letters, must be reviewed and signed Type of Document Resolution Number of Original 1 Attached resolutions, etc. signed by the County Attorney's Office and signature pages from Documents Attached INSTRUCTIONS & CHECKLIST l: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not a ro riate. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) : °` 2. All handwritten strike - through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. C' 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. " Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! l: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Date: trol From: Re: MEMORANDUM October 14, 2004 Sue Filson BCC Executive Manager Linda Houtzer, Deputy Clerk Minutes & Records Department Resolutions Enclosed please find copies of the following Resoulutions, approved by the Board of County Commissioners on Tuesday, September 28, 2004. Resolution 2004 -311 Resolution 2004 -312 Resolution 2004 -313 Resolution 2004 -314 Resolution 2004 -315 Resolution 2004 -316 Agenda Item #9A Agenda Item #9B Agenda Item #9C Agenda Item #91) Agenda Item #9E Agenda Item #917 If you should have any questions, please contact me at 774 -8411 Thank you. Linda Houtzer Enclosure lah Date: To: From: MEMORANDUM October 14, 2004 Kay Nell County Attorney's Office Linda Houtzer, Deputy Clerk Minutes & Records Department Resolutions M Enclosed please find copies of the following Resoulutions, approved by the Board of County Commissioners on Tuesday, September 28, 2004. Resolution 2004 -311 Resolution 2004 -312 Resolution 2004 -313 Resolution 2004 -314 Resolution 2004 -315 Resolution 2004 -316 Agenda Item #9A Agenda Item #913 Agenda Item #9C Agenda Item #91) Agenda Item #9E Agenda Item #9F If you should have any questions, please contact me at 774 -8411 Thank you. Linda Houtzer Enclosure lah RESOLUTION NO. 2004 -311 9A A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TO REAPPOINT MEMBERS TO THE PUBLIC VEHICLE ADVISORY COMMITTEE. WHEREAS, the Public Vehicle Advisory Committee was established by Collier County Ordinance No. 95 -66, as amended; and WHEREAS, Collier County Ordinance No. 95 -66, as amended, provides that the Public Vehicle Advisory Committee shall consist of five (5) members and one (1) alternate with not less than two (2) nor more than three (3) of the members being affiliated as holders of certificates to operate a motor vehicle for hire company within Collier County; and WHEREAS, the terms of four members expired creating vacancies on this Committee for the non - affiliated, affiliated and non - affiliated /alternate categories; and WHEREAS, the non - affiliated alternate member whose term has expired is requesting to be appointed as a regular member; and WHEREAS, the Board of County Commissioners previously provided public notice soliciting applications from interested parties. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: 1. Randall R. Smith, representing the Affiliated category is hereby reappointed to the Public Vehicle Advisory Committee for a four year term, said term to expire on September 2, 2008. 2. Tony Marino, representing the Affiliated category is hereby reappointed to the Public Vehicle Advisory Committee for a four year term, said term to expire on September 2, 2008. 3. Russell Berghuis, is hereby re- appointed under the vacant category of Non- Affiliated regular member to the Public Vehicle Advisory Committee for a four year term, said term to expire on September 2, 2008. This Resolution adopted after motion, second and majority vote. DATED: September 28, 2004 ATTEST: DWIGHT E' O Tt C erk ..... � JDeP �Clerifi''k ., ° u�c k• , Att*st a6 .to � Cha i ram, 'ip signature on /":.¢, ... Approved as to form and legal sufficiency: David C. Weigel County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: DONNA hALA, Chairman Item #— Agenda Z + Date Date i�lf Recd u**1 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNA (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are io be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) Office (List in routing order) Initials Date 1. 2. 3. 4. 5. Sue Filson, Executive Manager I Board of County Commissioners l0 -/3 PRIMARY CONTACT INFORMATION v (The primary contact is the holder of the original document pending BCC approval. Normally the rim summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff foradditional or mis ingutive jAgeninformation. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the da of Primary Staff Kay Nell, CLA, County Attorney's Office Phone Number ct X8400 Date Item was September 28, 2004 ved b the BCC Agenda Item Number 9B f Document Resolution ed Number of Original 1 Documents Attached Initial the Yes column or mark "N/All the'NNot ApplicOabls & CHECKLIST c a ro riate. 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This Yes (Initial) N/A (Not A licable includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and Possibly State Officials.) 2• All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other arties exce t the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date BCC N/A of approval of the document or the final ne otiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the ti appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing ship should be provided to Sue Filson in the BCC office , f ~ within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 RESOLUTION NO. 2004 -312 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TO APPOINT AND REAPPOINT MEMBERS TO THE COLLIER COUNTY PLANNING COMMISSION. WHEREAS, the Collier County Planning Commission was established by Collier County Ordinance No. 85 -51, as amended by Collier County Ordinance No. 86 -76; and WHEREAS, Collier County Ordinance No. 91 -102, as amended, repealed and replaced Ordinance No. 85 -51, as amended, re- establishing the Collier County Planning Commission; and WHEREAS, Ordinance No. 91 -102, as amended, provides that the Collier County Planning Commission shall be composed of nine (9) members representing the five commission districts; and WHEREAS, Ordinance No. 2003 -1, amending Ordinance No. 91 -102, as amended, provides that there shall be a representative of the school district appointed by the School Board; and WHEREAS, the terms of three members will expire, creating vacancies in Commission Districts 2 and 5; and NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: 1. Donna J. Read is hereby appointed as a Commission District 2 representative to the Collier County Planning Commission for a four year term, said term to expire on October 1, 2008. 2. Bradley William Schiffer is hereby reappointed as a Commission District 2 representative to the Collier County Planning Commission for a four year term, said term to expire on October 1, 2008. 3. Mark P. Strain, is hereby reappointed as a Commission District 5 representative to the Collier County Planning Commission for a four year term, said term to expire on October 1, 2008. This Resolution adopted after motion, second and majority vote. DATED: September 28, 2004 ATTEST: DWIGHT E. BROCK, Clerk Deputy Cler01,,', . Approved as to form and legal sufficiency: V, 10 David C. Weigel County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: DONNA IALA, Chairman Item # q & Agenda q _ Z 8%q Date Date ,O /3 Recd Q—Q.Y ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 9C THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) Office (List in routing order) Initials Date 1. F1 n ou 5. Sue Filson, Executive Manager Board of County Commissioners -13 PRIMARY CONTACT INFORMATION v (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Kay Nell, CLA, County Attorney's Office Contact Agenda Date Item was September 28, 2004 A roved b the BCC Type of Document Resolution Attached l: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 N/A (Not N/A Phone Number X8400 Agenda Item Number 9C Number of Original Documents Attached 1 l: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 N/A (Not N/A INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes appropriate. 1. Original document has been signed/initialed for legal sufficiency. (All documents to be (Initial) signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from � contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board (`) 2. and possibly State Officials.) All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other 3. parties except the BCC Chairman and the Clerk to the Board The Chairman's signature line date has been entered as the date of BCC approval of the document or the final ne otiated contract date whichever is applicable. "Sign a 4• here" tabs are placed on the appropriate pages indicating where the Chairman's si gnature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC �L office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! l: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 N/A (Not N/A RESOLUTION NO. 2004 -313 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY TO APPOINT FELICIA WATSON TO THE BLACK AFFAIRS ADVISORY BOARD. WHEREAS, the Board of County Commissioners of Collier County adopted Ordinance No. 91 -38, as amended, creating the Black Affairs Advisory Board, and provides that the Advisory Board shall consist of nine (9) members; and WHEREAS, there is currently a vacancy on this Board; and WHEREAS, the Board of County Commissioners previously provided public notice soliciting applications from interested parties; and WHEREAS, the Black Affairs Advisory Board has provided the Board of County Commissioners with its recommendation for appointment. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that FELICIA WATSON is hereby appointed to the Black Affairs Advisory Board to fulfill the remainder of the vacant term, said term to expire on June 25, 2005. This Resolution adopted after motion, second and majority vote. DATED: September 28, 2004 ATTEST: DWIGHT E , RRM7W Jerk Attest as signature Approved as to form and legal sufficiency: David C. Weigel County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: DONNA FIALA, Chairman Item # — 9 flae9da D 9 ate T Date ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP ' TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #I through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routing order Office Initials Date L appropriate. (Initial) Applicable) 2. September 28, 2004 Agenda Item Number 9D 3. signed by the Chairman, with the exception of most letters, must be reviewed and signed 4. Resolution Number of Original 1 5. Sue Filson, Executive Manager Board of County Commissioners I Documents Attached .t0 - /or v PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item. Name of Primary Staff Kay Nell, CLA, County Attorney's Office Phone Number X8400 Contact appropriate. (Initial) Applicable) Agenda Date Item was September 28, 2004 Agenda Item Number 9D Approved by the BCC signed by the Chairman, with the exception of most letters, must be reviewed and signed Type of Document Resolution Number of Original 1 Attached I resolutions, etc. signed by the County Attorney's Office and signature pages from I Documents Attached INSTRUCTIONS & CHVCW1.rcT I: Forms/ County Forms/ BCC Forms / Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, / resolutions, etc. signed by the County Attorney's Office and signature pages from l contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! I: Forms/ County Forms/ BCC Forms / Original Documents Routing Slip WWS Original 9.03.04 RESOLUTION NO. 2004 -314 -Y A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY TO DECLARE A VACANCY ON THE BLACK AFFAIRS ADVISORY BOARD. WHEREAS, Collier County adopted Ordinance No. 91 -38 creating the Black Affairs Advisory Board, which provides that the Advisory Board shall consist of seven (7) members; and WHEREAS, Collier County Ordinance No. 91 -77 amended Ordinance No. 91 -38 by providing that the Advisory Board shall consist of nine (9) members; and WHEREAS, Collier County Ordinance No. 2001 -55 provides that any board member who is absent for more than one -half of the board's meetings in a given fiscal year shall be deemed to have tendered his resignation from such board; and WHEREAS, the Black Affairs Advisory Board has voted unanimously to advised the Board of County Commissioners that Elroy Ricardo has failed to comply with the requirements set forth in Ordinance No. 2001 -55, and has recommended that the Board of County Commissioners to declare the seat held by Elroy Ricardo be vacant on their NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that the seat previously occupied by Elroy Ricardo is hereby declared to be vacant on the Black Affairs Advisory Board. This Resolution adopted after motion, second and majority vote. DATED: September 28, 2004 ATTEST: DWIGHT E.- BROCK, Clerk 4 A . e 9 P. -�- Attef ; as tt� C -K&fj; &n 's signato� l Approved as to form and legal sufficiency: David C. Weigel Loll County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By. DONNX FIALA, Chairman Item # C? b Agenda Date Date p .13 -09 Recd - --__ �pp'� v ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIPr IOWA TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATUREY E (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are io be forwarded to the Board Office only after the Board has taken air;,,., .,,, the item.) ROUTING SLIP Complete routing lines #I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5)_ Route to Addressee(s) (List in routing order) 1. 2. 3 4 5. Sue Filson, Executive Manager Office Board of County Commissioners Initials I Date (The primary contact is PRIMARY CONTACT INFORMATION Y . the holder of the original document pending BCC approval. Normally the primary contact is the person who created /prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) �' Name of Primary Staff Kay Nell, CLA, County Attorney's Office Phone Number Contact X8400 Atem was September 28, 2004 he BCC Agenda Item Number 9E Type of Document Resolution Attached Number of Original I Documents Attached Initial the Yes column or mark "N /Al, INSTRUCTIONS the Not Applicable olumn, CHECKLIST appropriate. Yes 1. Original document has been signed/initialed for legal sufficiency. (All documents to be (initial) signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and Possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final ne otiated contract date whichever is applicable. 4. .-Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are re uired. 5. in most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! l: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 N/A (Not N/A RESOLUTION NO. 2004 -315 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, TO CONFIRM THE APPOINTMENT OF JERRY SANFORD, TO THE COLLIER COUNTY CITIZENS CORPS ADVISORY COUNCIL. WHEREAS, the Board of County Commissioners, on November 5, 2002, adopted Collier County Ordinance No. 2002 -56 which created the Collier County Citizens Corps Advisory Council; and WHEREAS, Ordinance No. 2002 -56 provides that the Collier County Citizens Corps Advisory Council shall be composed of eleven (11) voting members representing Neighborhood Watch, Community Emergency Response Team, Collier County Fire Chiefs Association, Civil Air Patrol, Coast Guard Auxiliary, American Red Cross, Salvation Army, Retired Senior Volunteer Program, Collier County Veterans Council, and Collier County Business Industry; and WHEREAS, there is currently a vacancy on this Council for a fire department representative; and WHEREAS, the Emergency Management Coordinator for Collier County has provided the Board of County Commissioners with the Fire Chief Association's nominee for appointment to this Council. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that Jerry Sanford of the North Naples Fire Control and Rescue District is hereby confirmed and appointed to the Collier County Citizens Corps Advisory Council to fulfill the remainder of the vacant term, said term to expire on November 5, 2005. This Resolution adopted after motion, second and majority vote. DATED: September 28, 2004 ATTEST: DWIGHT E. BROCK, Clerk Attest # s- s ignatur�, °' R Approves , tg form, and legal suffi i�ncy: ji,ex �-2 David C. Weigel County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: la-� 44— DONNA F ALA, Chairman Item # a—`^= Agenda Date Date D l3 D y Recd 4ftihlerk ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. original documents should be hand delivered to the Board Office. The completed routing slip and original documents are,to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the '1 1' #5) checklist, and forward to Sue Ft son (me Route to Addressee(s) List in routing order) Office Initials Date 1. appropriate. Initial Applicable) 2. September 28, 2004 Agenda Item Number 9F 3. signed by the Chairman, with the exception of most letters, must be reviewed and signed 4. Resolution Number of Original 1 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached (V PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item. Name of Primary Staff Kay Nell, CLA, County Attorney's Office Phone Number X8400 Contact appropriate. Initial Applicable) Agenda Date Item was September 28, 2004 Agenda Item Number 9F Approved by the BCC signed by the Chairman, with the exception of most letters, must be reviewed and signed Type of Document Resolution Number of Original 1 Attached resolutions, etc. signed by the County Attorney's Office and signature pages from Documents Attached TNCT,ullj T1[nNC Rr VHFC.KLTST I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 11 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. Initial Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 im RESOLUTION NO. 2004 -316 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TO APPOINT MICHAEL BOYD TO THE COMMUNITY CHARACTER /SMART GROWTH ADVISORY COMMITTEE WHEREAS, Collier County Ordinance No. 2001 -41 adopted by the Board of County Commissioners on June 26, 2001, established the Community Character /Smart Growth Advisory Committee; and WHEREAS, Ordinance No. 2001 -41 provides that the Committee shall be composed of twelve members from a broad base of citizens and disciplines, including two development representatives or experts in the fields of architecture, landscape architecture, land use or transportation planning, two environmental representatives, and eight community leaders or citizens; and WHEREAS, there is currently a vacancy on this Committee; and WHEREAS, the Board of County Commissioners previously provided public notice soliciting applications from interested parties; and WHEREAS, the Community Character /Smart Growth Advisory Committee has provided the Board of County Commissioners with its recommendation for appointment to their Committee. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that Michael Boyd, representing the category of Citizen, is hereby appointed to the Community Character /Smart Growth Advisory Committee to fulfill the remainder of the vacant term, said term to expire on June 26, 2005. This Resolution adopted after motion, second and majority vote. DATED: September 28, 2004 ATTEST: DWIGHT E. BROCK, Clerk ,\tip• (: i ,' e Y / P ' r e�k fan "s sii ApprcS ed- ps',,tb'form and legal sufficiency: David C. Weigel County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: DONNA FIALA, Chairman Item # R F -- Agenda ?ZS -0V Date Date V -13.0 Recd ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 10A" ee l TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routing order) Office Initials Date 1. k Agenda Item Number 2. Z`u m a A 3. .� Cs3Y��1r� 6� - (o(D (�, 1� Number of Original Documents 4. resolutions, etc. signed by the County Attorney's Office and signature pages from Attached) 5. Sue Filson, Executive Manager Board of County Commissioners PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Contact Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Phone Number N/A (Not Agenda Date Item was k Agenda Item Number Approved by the BCC Z`u m a A Type of Document Attached .� Cs3Y��1r� 6� - (o(D (�, 1� Number of Original Documents resolutions, etc. signed by the County Attorney's Office and signature pages from Attached) INSTRUCTIONS & CHECKLIST 1: Forms/ County Forms/ BCC Forms / Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is N/A (Not 1. a ro riate. Original document has been signed/initialed for legal sufficiency. (All documents to be =Yes Applicable) signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other BCC Z -r parties except the Chairman and the Clerk to the Board �Cit 3. The Chairman's signature line date has-been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 5 F.t 7 "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's si gnature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain �!t time frame or the BCC's actions are nullified. Be aware of your deadlines! 1: Forms/ County Forms/ BCC Forms / Original Documents Routing Slip WWS Original 9.03.04 lOA MEMORANDUM Date: October 18, 2004 TO: Lynn Wood Purchasing FROM: Linda A. Houtzer, Deputy Clerk Minutes and Records Re: Contract #04 -3666R — Construct Public Utilities Operations Center Enclosed are three (3) original documents, as referenced above (Agenda Item #I OA), approved by the Board of County Commissioners on Tuesday, September 28, 2004. Kindly forward the documents to the appropriate parties for their records.The Finance Department and Minutes & Records Department have their copies. If you should have any questions, you may contact me at extension #8411. Thank you, Enclosures (3) f 1• Construct Public Utilities Operations Center COLLIER COUNTY BID NO. 04 -3666R COLLIER COUNTY, FLORIDA Design Professional: Victor J. Latavish, Architect, PA 4100 Corporate Square, Suite 100 Naples, Florida 34104 _. COLLIER COUNTY PURCHASING DEPARTMENT 3301 Tamiami Trail, East Naples, Florida 34112 Bid No. 04 -3666R — Construct Public Utilities Operations Center TABLE OF CONTENTS 10A A. PUBLIC NOTICE /LEGAL ADVERTISEMENT (PAGE 1 ONLY) B. INSTRUCTIONS TO BIDDERS C. BID PROPOSAL, BID SCHEDULE AND OTHER DOCUMENTS D. AGREEMENT _ E. AGREEMENT EXHIBITS EXHIBIT A: Performance and Payment Bond Forms EXHIBIT B: Insurance Requirement Form EXHIBIT C: Release and Affidavit Form EXHIBIT D: Contractor Application for Payment Form EXHIBIT E: Change Order Form EXHIBIT F: Certificate of Substantial Completion Form EXHIBIT G: Final Payment Checklist EXHIBIT H: General Terms and Conditions EXHIBIT I: Supplemental Terms and Conditions EXHIBIT J: Technical Specifications EXHIBIT K: Permits EXHIBIT L: Standard Details (if applicable) EXHIBIT M: Plans and Specifications prepared by Victor J. Latavish, Architect, and identified as follows: Construct Public Utilities Operations Center as shown on Plan Sheets 1 through 49. Bid No. 04 -3666R — Construct Public Utilities Operations Center PART A - PUBLIC NOTICE/ 10A LEGAL ADVERTISEMENT (PAGE ONE ONLY) INVITATION TO BID COLLIER COUNTY, FLORIDA Construct Public Utilities Operations Center COUNTY BID NO.04 -3666R Separate sealed bids for the construction of the Public Utilities Operation Center, addressed to Mr. Steve Carrell, Purchasing Director, will be received at the Collier County Government Complex, 3301 Tamiami Trail East, Purchasing Building, Purchasing Department, Naples, Florida 34112, until 2:30 P.M. LOCAL TIME, on the 131th day of July, 2004, at which time all bids will be publicly opened and read aloud. Any bids received after the time and date specified will not be accepted and shall be - returned unopened to the Bidder. A mandatory pre -bid conference shall be held at the Purchasing Department, Conference Room A, Purchasing Building "G" at 11:00 a.m. LOCAL TIME on the 29th day of June, 2004, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. In instances where the County has deemed the pre -bid to be Mandatory, the Bidder's failure to attend the pre -bid conference shall result in the resection of its bid Sealed envelopes containing bids shall be marked or endorsed "Proposal for Collier County Government, Collier County, Construct Public Utilities Operations Center, Bid No. 04 -3666R and Bid Date of July 13, 2004 ". No bid shall be considered unless it is made on the Bid Proposal which is included in the Bidding Documents. The Bid Schedule (GC -P -1 through GC -P -12) shall be removed from the Bidding Documents prior to submittal. One contract will be awarded for all Work. Bidding Documents may be examined at the Purchasing Department, Purchasing Building, 3301 Tamiami Trail East, Naples, Florida 34112, telephone 239- 774 -8407. Copies of the Bidding Documents may be obtained only at the offices of the Purchasing Department, upon payment of $125.00 for each set of documents to offset the cost of reproduction. Return of the documents is not required, and the amount paid for the documents is nonrefundable. The following plan room services have obtained copies of the Bidding Documents for the work contemplated herein: F.W. Dodge Reports 2830 Winkler Avenue, Suite 104A Ft. Myers, FL 33916 GC -PN -1 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10 A . r Each bid shall be accompanied by a certified or cashiers check or a Bid Bond in an amount not less than five percent (5 %) of the total Bid to be retained as liquidated damages in the event the successful Bidder fails to execute the Agreement and file the required bonds and insurance within ten (10) calendar days after the receipt of the Notice of Award. The successful Bidder shall be required to furnish the necessary Payment and Performance Bonds, as prescribed in the General Conditions of the Contract Documents. All Bid Bonds, Payment and Performance Bonds, Insurance Contracts and Certificates of Insurance shall be either executed by or countersigned by a licensed resident agent of the surety or insurance company having its place of business in the State of Florida. Further, the said surety or insurance company shall be duly licensed and qualified to do business in the State of Florida. Attorneys -in -fact that sign Bid Bonds or Payment -- and Performance Bonds must file with each bond a certified and effective dated copy of their Power of Attorney. In order to perform public work, the successful Bidder shall, as applicable, hold or obtain such contractor's and business licenses, certifications and registrations as required by State statutes and County ordinances. Before a contract will be awarded for the work contemplated herein, the County shall conduct such investigations as it deems necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified in the Bidding Documents. Upon request, the Bidder shall submit such information as deemed necessary by the County to evaluate the Bidder's qualifications. The Successful Bidder shall be required to finally complete all Work within two hundred ten (210) calendar days from and after the Commencement Date specified in the Notice to Proceed. The County reserves the right to reject all Bids or any Bid not conforming to the intent and purpose of the Bidding Documents, and to postpone the award of the contract for a period of time which, however, shall not extend beyond sixty (60) days from the bid opening date. Dated this 'loth day of June, 2004. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Stephen Y. Carnell Purchasing Director GC -PN -2 Bid No. 04 -3666R — Construct Public Utilities Operations Center PART B - INSTRUCTIONS TO BIDDERS 10A Section 1. Definitions 1.1 The term "Owner" used herein refers to the Board of County Commissioners, or its duly authorized representative. 1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative -- and shall mean a Division Administrator or Department Director acting directly or through duly authorized representatives. - 1.3 The term "Design Professional" refers to the licensed professional engineer or architect who is in privity with the Owner for the purpose of designing and /or monitoring the construction of the project. Any or all duties of the Design Professional referenced under this Agreement may be m_ assumed at any time by the Project Manager on behalf of the Owner. Conversely, the Project Manager may formally assign any of his/her duties specified in this agreement to the Design Professional. 1.4 The term "Bidder" used herein means one who submits a bid directly to the Owner in response to this solicitation. 1.5 The term "Successful Bidder" means the lowest qualified, responsible and responsive Bidder who is awarded the contract by the Board of County Commissioners, on the basis of the Owner's evaluation. 1.6 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement. 1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents, properly signed, providing the Owner a proposed cost for providing the services required in the Bidding Documents. Section 2. Preparation of Bids 2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages GC- P-1 to GC -P -11 as bound in these Bidding Documents). The Bidder shall complete the Bid in ink or by typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be accompanied by a hard copy of the completed Bid Schedule which shall be signed and dated by the Bidder. The Bid may be rejected if it contains any omission, alteration of form, conditional bid or irregularities of any kind. Bids must be submitted in sealed envelopes, marked with the Bid Number, Project Name and Bid opening Date and Time, and shall be addressed to the Collier County Purchasing Department, Purchasing Building, Collier County Government Complex, 3301 Tamiami Trail, East, Naples, Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be enclosed in another sealed envelope addressed as above. Bids received at the location specified herein after the time specified for bid opening will be returned to the bidder unopened and shall not be considered. GC-113-1 Bid No. 04 -3666R — Construct Public Utilities Operations Center JOA Section 3. Bid Deposit Requirements 3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a certified check payable to Owner on some bank or trust company located in the State of Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the bidder's maximum possible award (base bid plus all add alternates) (collectively referred to herein as the "Bid Deposit "). The Bid Deposit shall be retained by Owner as liquidated damages if the successful Bidder fails to execute and deliver to County the Agreement, or fails to deliver the required Performance and Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the laws of the State of Florida to execute such bonds, with conditions that the surety will, upon demand, forthwith make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the Agreement has been executed by the Successful Bidder and same has been delivered to Owner together with the required bonds and insurance, after which all three (3) Bid Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be released within ten (10) working days of the Bid Opening. No Bid including alternates, shall be withdrawn within one hundred and twenty (120) days after the public opening thereof. If a Bid is not accepted within said time period it shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the contract prior to the expiration of the 120 day period without selecting any or all alternates, the Owner shall retain the right to subsequently award said alternates at a later time but no later than 120 days from opening, unless otherwise authorized by the Purchasing Director. 3.2 The Successful Bidder shall execute four (4) copies of the Agreement and deliver same to Owner within the time period noted above. The Owner shall execute all copies and return one fully executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of the executed Agreement from Successful Bidder unless any governmental agency having funding control over the Project requires additional time, in which event the Owner shall have such additional time to execute the Agreement as may be reasonably necessary. Section 4. Right to Reject Proposals 4.1 The Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons. GC-113-2 Bid No. 04 -3666R — Construct Public Utilities Operations Center 1oA Section S. Signing of Bids 5.1 Bids submitted by a corporation must be executed in the corporate name by the president or a vice president, and a corporate seal must be affixed and attested to by the secretary or assistant secretary of the corporation. The corporate address and state of incorporation must be shown below the signature. 5.2 Bid proposals by a partnership must be executed in the partnership name and signed by a general partner whose title must appear under the signature and the official address of the partnership must be shown below said signature. 5.3 If Bidder is an individual, its signature shall be inscribed. 5.4 if signature is by an agent or other than an officer of corporation or general partner of partnership, a properly notarized power of attorney must be submitted with the Bid. 5.5 All Bids shall have names typed or printed below all signatures. 5.6 All Bids shall state the Bidder's contractor license number. 5.7 Failure to follow the provisions of this section shall be grounds for rejecting the Bid as irregular or unauthorized. Section 6. Withdrawal of Proposals Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement for the opening of Bids, provided that the withdrawal is requested in writing, properly executed by the Bidder and received by Owner prior to Bid Opening. The withdrawal of a Bid will not prejudice the right of a Bidder to file a new Bid prior to the time specified for Bid opening. Section 7. Late Bids No Bid shall be accepted that fails to be submitted prior to the time specified in the Legal Advertisement. Section 8. Interpretation of Contract Documents 8.1 No interpretation of the meaning of the plans, specifications or other Bidding Documents shall be made to a Bidder orally. Any such oral or other interpretations or clarifications shall be without - legal effect. All requests for interpretations or clarifications shall be in writing, addressed to the Purchasing Department, to be given consideration. All such requests for interpretations or clarification must be received at least ten (10) calendar days prior to the Bid opening date. Any and - all such interpretations and supplemental instructions shall be in the form of written addendum which, if issued, shall be sent by mail or fax to all known Bidders at their respective addresses furnished for such purposes no later than three (3) working days prior to the date fixed for the opening of Bids. Such written addenda shall be binding on Bidder and shall become a part of the Bidding Documents. GC-113-3 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10A 8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting its Bid, that it has received all addenda issued and it shall acknowledge same in its Bid. 8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre -Bid Conference is mandatory. In instances were the County has deemed the pre -bid to be mandatory, the Bidder's failure to attend the pre -bid conference shall result in the rejection of his bid. Section 9. Examination of Site and Contract Documents 9.1 By executing and submitting its Bid, each Bidder certifies that it has: - a. Examined all Bidding Documents thoroughly; b. Visited the site to become familiar with local conditions that may in any manner affect performance of the Work; C. Become familiar, with all federal, state and local laws, ordinances, rules, and regulations affecting performance of the Work; and d. Correlated all of its observations with the requirements of Bidding documents. No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that may be encountered in the execution of the Work pursuant to these Bidding Documents as a result of failure to make the necessary examinations and investigations shall be accepted as an excuse for any failure or omission on the part of the Successful Bidder, nor shall they be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. 9.2 The Owner will make copies of surveys and reports performed in conjunction with this Project available to any Bidder requesting them at cost; provided, however, the Owner does not warrant or represent to any Bidder either the completeness or accuracy of any such surveys and reports. Before submitting its Bid, each Bidder shall, at its own expense, make such additional surveys and investigations as may be necessary to determine its Bid price for the performance of the Work within the terms of the Bidding Documents. Section 10. Material Reauirements It is the intention of these Bidding Documents to identify standard materials. When space is provided on the Bid Schedule, Bidders shall specify the materials which they propose to use in the Project. The Owner may declare any Bid non - responsive or irregular if such materials are not specifically named by Bidder. Section 11. Bid Quantities Quantities given in the Bid Schedule, while estimated from the best information available, are approximate only. Payment for unit price items shall be based on the actual number of units installed for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as GC -IB-4 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10A set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not conforming to this requirement may be rejected. Special attention to all Bidders is called to this provision, because if conditions make it necessary or prudent to revise the unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid. Subsequent to the issuance of a notice to proceed, the Project Manager shall have the discretion to re- negotiate any unit price(s) where the actual quantity varies by more than 25% from the estimate at the time of bid. Section 12. Award of Contract Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation shall file his protest with the Purchasing Director in writing prior to the time of the bid opening. Award of contract shall be made to the lowest, responsive and qualified Bidder determined on the basis of the entire Bid and the Owner's investigations of the Bidder. In determining the lowest, responsive and qualified bidder, the Owner shall consider the capability of the Bidder to perform the contract in a timely and responsible manner through its use of subcontractors. The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from submitting bids to the County, disqualified or de- certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. When the contract is awarded by Owner, such award shall be evidenced by a Notice of Award, signed by the Project Manager of Owner and delivered to the intended awardee or mailed to awardee at the business address shown in the Bid. Award of Contract will be made by the Board of County Commissioners in public session. Award recommendations will be posted outside the offices of the Purchasing Department generally on Wednesdays and Thursdays. Any actual or prospective bidder who desires to formally protest the recommended contract award must file a notice of intent to protest with the Purchasing Director within two (2) calendar days (excluding weekends and holidays) of the date that the recommended award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal protest and will be given instructions as to the form and content requirements of the formal protest. A copy of the "Protest Policy" is available at the offices of the Purchasing Director. For Bidders who may wish to receive copies of Bids after the Bid opening, The County reserves the right to recover all costs associated with the printing and distribution of such copies. Section 13. Sales Tax Collier County, Florida as a political subdivision of the State of Florida , is exempt from the payment - of Florida sales tax to its vendors under Chapter 212, Florida Statutes. All successful bidders will be provided a copy of Collier County's Certificate of Exemption ( #21 =07- 019995 -53c) upon contract award. Corporations, Individuals and other entities are impacted by Chapter 212, Florida Statutes w according to the type of service, sale of commodity or other contractual arrangement to be made with Collier County. By submittal of a properly executed response to a Bid Proposal from Collier County, Florida the Bidder is acknowledging that it is aware of it's statutory responsibilities for sales tax under Chapter 212, Florida Statutes. GC -I B -5 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10A Collier County is also exempt from most Federal excise taxes. By submittal of a properly executed response to a Bid Proposal from Collier County, Florida, the Bidder is acknowledging that it is aware of it's responsibilities for Federal excise taxes. _ Section 14. Exclusion of County Permits in Bid Prices 14.2 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public Bid - Disclosure Act', Collier County will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable to this work through an internal budget transfer(s). Hence, bidders shall not include these permit/fee amounts in their -� bid offer. However, the successful bidder shall retain the responsibility to initiate and complete all necessary and appropriate actions to obtain the required permits other than payment for the items identified in this section. 14.2 The successful bidder shall be responsible for procuring and paying for all necessary permits not issued by Collier County pursuant to the prosecution of the work. Section 15. Use of Subcontractors 15.1 To ensure the work contemplated by this contract is performed in a professional and timely manner, all subcontractors shall be "qualified" as defined in Collier County Ordinance 87 -25, meaning a person or entity that has the capability in all respects to perform fully the contract m requirements and has the integrity and reliability to assure good faith performance. A subcontractor's disqualification from bidding by the Owner, or other public contracting entity within the past twelve months shall be considered by the Owner when determining whether the subcontractors are "qualified." 15.2 The Owner may consider the past performance and capability of a subcontractor when evaluating the ability, capacity and skill of the Bidder and its ability to perform the contract within the time required Owner reserves the right to disqualify a Bidder who includes subcontractors in its bid offer which are not "qualified" or who do not meet the legal requirements applicable to and necessitated by this Contract. Section 16. Prohibition of Gifts No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2003 -53, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and /or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and /or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and /or quotes; and, c. immediate termination of any contract held by the individual and/or firm for cause. GC-113-6 Bid No. 04 -3666R — Construct Public Utilities Operations Center COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT ADMINISTRATIVE SERVICES DIVISION ADDENDUM DATE: July 30, 2004 TO: Interested Bidders FROM: Lyn M. Wood, C.P.M. Purchasing Agent 3301 EAST TAMIAMI TRAIL PURCHASING BUILDING NAPLES, FLORIDA 34112 (239) 732 -2667 FAX (239) 732 -0844 http://co.collier.fl.us l0A SUBJECT: Addendum # 5 — Bid #04 -3666R - "Construction Public Utilities Operations Center" Addendum #5 covers the following changes and clarifications for the referenced Bid: 1. Replace the Contract Proposal page GC -P -2 contained in Addendum # 3 with the attached revised Proposal Page. Bidders must use this Addendum Proposal page in order to be considered for award. 2. On page GC -P -5, completion time for the East Building shall have a substantial completion date, which includes having the Certificate of Occupancy, in two hundred forty (240) days, and a final completion date of two hundred seventy (270) days, after Notice to Proceed, and the West Building shall have a substantial completion date, which includes having the Certificate of Occupancy, in two hundred ten (210) days, and a final completion date of two hundred forty (240) days, after Notice to Proceed. 3. Clarification: Fire alarm and related work is included in base bid. 4. Correct Specification Section 09680 Carpet: • Part 2.1., A., Base Bid: delete "glue -down carpet material" and substitute "carpet tile material'. • Part 2.1., B, Alternate Bid; delete in its entirety. • Part 2.2., A, Delete in its entirety. • Part 3.3.A.1., Delete in its entirety. 5. Site Plan, Sheet 1, enclosed, add notes: • Raise existing FH to match EOP • Extend existing culvert to avoid conflict with FH Page 1 of 2 l0A' Alternates on the Bid Schedule shall not affect substantial or final completion dates. If you require additional information please call Harry Huber, Public Utilities Engineering Department at 239/530 -5341 or me at 239/732- 2667or by e-mail at LynWoodCcD-collier„ oq v. net. cc: Harry Huber, PLIED w/o drawings Victor Latavish, Architect, w/o drawings Page 2 of 2 BID SCHEDULE BID NO. 04 -3666R Construct Public Utilities Operations Center Addendum #5 10A BASE BID (Lump Sum) The total cost including all materials, equipment, allowances, and related work required to completely and properly construct the project as indicated in the Construction Documents: DOLLARS $ Plus Allowance $250,000.00 TOTAL BASE BID $ _- ALTERNATES Alternate 1: This work added to base bid. See Page 01030 2 Icynene Insulation listed as Alternate No. 1 in Section 01030 $ Dollars ($ ) • Alternate 2: Add replacement doors, windows, overhead doors, and related items listed as Alternate No. 2 in Section 01030 Eq Dollars ($ - • Alternate 3: Delete all steel bollards located at and inside building, detail 8 & 9 /A11 (do not delete steel bollards at backflow preventer, generator, or site utilities $ Dollars ($ GC -P -2 Bid No. 04 -3666R — Construct Public Utilities Operations Center =)ll I I Addendum #5 Upon receipt of written notice; of the conditional acceptance of this Bid, Bidder will execute the formal Contract attached within ten (10) calendar days and deliver the Surety Bond or Bonds and Insurance as required by the Contract Documents. The bid security attached in the sum of: dollars ($ ) is to become the property of the Owner in the event the Contract, Insurance and Bonds are not executed within the time above set forth for the delay and additional expense to the Owner. If awarded a contract under this Proposal, the undersigned proposes to commence work at the site within 5 calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later) commencement date. The undersigned further agrees to substantially complete all work covered by this Proposal on the East Building within two hundred forty (240) and on the West Building within two hundred ten (210) consecutive calendar days, computed by excluding the commencement date and including the last day of such period, and to be fully completed to the point of final acceptance by the Owner on the East Building within two hundred seventy 5270) and on the West Building within two hundred forty (240) consecutive calendar days, computed by excluding commencement date and including the last day of such period. Respectfully Submitted: State of _ County of , being first duly sworn on oath deposes and says that the Bidder on the above Proposal is organized as indicated and that all statements herein made are made on behalf of such Bidder and that this deponent is authorized to make them. has examined and carefully prepared its Specifications and has checked the same , also deposes and says that it Bid Proposal from the Contract Drawings and in detail before submitting this Bid; that the statements contained herein are true and correct. (a) Coloration The Bidder is a corporation organized and existing under the laws of the State of which operates under the legal name of and the full names of its officers are as follows: President Secretary Treasurer Manager GC -P -5 Bid No. 04 -3666R — Construct Pubic Utilities Operations Center SM O Q ?nab o a o e C = A AA = 0. 3 A a 000.0 ._ i .......I Exisfim E E a _ n Ex nt E CL A ? 0. 0 a---..� �a Q n. -� O m 00 — a A 3' A � O r _ 9 l.- zx zC 00 W m m ct 10 0 10,10 C r- (D N F- "O r- (D I-- U1 r• QJ r (A (D (D ct ct (D L1, �•C r- r't tij O �z n �LQ o O r- NW 00 rti r} (D �:% a (D O fi'C iA (D Fl C �3 (D ct Lc] (D r- ct I-, r- ct P. 0 (D W, ANTI 10A COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING NAPLES, FLORIDA 34112 (239) 732 -2667 FAX (239) 732 -0844 http://co.collier.fl.us ADDENDUM DATE: July 20, 2004 TO: Interested Bidders FROM: Lyn M. Wood, C. P.M. ; Purchasing Agent SUBJECT: Addendum # 4 — Bid #04 -3666R - "Construction Public Utilities Operations Center" Addendum #4 covers the following changes and clarifications for the referenced Bid: Change: The bid due date from July 30, 2004 to August 6, 2004. 1. The following revised drawings are enclosed: 1 Utility Plan FP -1 Fire Protection M -2 Mechanical Plan P -4 Plumbing Risers P -5 Plumbing Risers P -6 Plumbing Risers E -3 Electrical Plan E -4 Electrical Plan E -6 Electrical Plan FA -1 Fire Alarm Plan FA -2 Fire Alarm Plan FA -3 Fire Alarm Plan Page 1 of 2 — The revisions to these drawings include changes made by previous addend V A and by County Staff comments. — 2. The West Building shall have a substantial completion date, which includes having the Certificate of Occupancy, in one hundred eight (180) days, and a final completion date of two hundred ten (210) days, after Notice to Proceed. The East Building shall have a substantial completion date, which includes — having the Certificate of Occupancy, two hundred forty (240) days, and a final completion date of two hundred seventy (270) days after Notice to Proceed. Alternates on the Bid Schedule shall not affect substantial or final completion dates. If you require additional information please call Harry Huber, Public Utilities Engineering Department at 239/530 -5341 or me at 239/732- 2667or by e-mail at LynWood(a colliergov.net. cc: Harry Huber, PUED w/o drawings Victor Latavish, Architect, w/o drawings Page 2 of 2 l0 A" COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING NAPLES, FLORIDA 34112 (239) 732 -2667 FAX (239) 732 -0844 ADDENDUM DATE: July 16, 2004 TO: Interested Bidders FROM: Lyn M. Wood, C.P.M. Purchasing Agent http://co.collier.fl.us SUBJECT: Addendum # 3 — Bid #04- 3666R- "Construct Public Utilities Operation Center" — Addendum #3 covers the following changes and clarifications for the referenced Bid: — SPECIFICATIONS 00810 Collier County Vertical Standards; add Carpet Section 09680 (enclosed) • Provide modular carpet tile material • Approved equal modular tile is Shaw Industries 26 oz. Images III style number 59056 with lifetime warranty. 01030 Alternates; delete Alternates 3.1 Schedule and Substitute attached 3.1 Revised Schedule. • Note: Fire Alarm shall be included in the Base Bid 10425 Signs: add notes; • Provide international wheelchair symbol of accessibility at each restroom sign; • Provide text and graphic symbol signage at each elevator in accordance with ENFD AHJ requirements. Page 1 of 6 IOA 10801 Toilet and Bath Accessories, page 3 enclosed herewith 12491 Horizontal Louver Blinds 1.2, A. Summary, Provide blinds at all exterior windows and as scheduled on the drawings. DRAWINGS Sheet SD -1 Selective Demolition Plan, add the following notes: Delete keynote SD -1 at Mail Room NE 129; existing overhead door shall remain in place. -� . Remove temporary electric service panels upon completion of the work, i.e. panels located at column line 10. Remove lower portions of existing ductwork, vents, and related work penetrating through roof at existing steel building. Cut materials to project not more than 8@ below roof purlins. Cap bottom of all abandoned ducts, vents, and holes with neatly fabricated galvanized sheet metal cover. Remove abandoned curb - mounted fans, vents, and related work; provide galvanized sheet metal flashing over top of all unused roof curbs. Provide cap flashing over top of all unused plumbing vents. __.. . Remove existing we hubs and abandoned conduits and pipes penetrating existing floors; cap 4" below floor; patch floor. Remove partitions and doors at NE203, NE204, NE213, NENE105, NE106, NE11A, NE113 Remove all existing gypsum board, studs, tracks, furring, insulation, abandoned conduits, j- boxes, and wiring throughout entire building, including materials at exterior cmu walls, elevator walls, and stairs. Do not remove stairs. -- Sheet SD -2 Selective Demolition Plan, add the following notes: • Remove temporary electric service panels upon completion of the work, i.e. panels located at column line 10. Page 2 of 6 IOA • Remove lower portions of existing ductwork, vents, avid related work penetrating through roof at existing steel building. Cut materials to project not more than 8@ below roof purlins. Cap bottom of all abandoned ducts, vents, and holes with neatly fabricated galvanized sheet metal cover. • Remove abandoned curb - mounted fans, vents, and related work; provide galvanized sheet metal flashing over top of all unused roof curbs. Provide cap flashing over top of all unused plumbing vents. • Remove existing Restroom and Closets at SW102 and NW118 • Remove existing we hubs and abandoned conduits and pipes penetrating existing floors; cap 4" below floor; patch floor. • Remove partitions and doors at NW206, NW207, NW104, NW107, NW114 • Remove all existing gypsum board, chair rail trim, studs, tracks, furring, insulation, abandoned conduits, j- boxes, and wiring throughout entire building, including materials at exterior cmu walls, elevator walls, and stairs. Do not remove stairs. Sheet A -1 Floor Plan, add the following notes: • Patch floor cracks throughout building, including but not limited to second floor. • Provide new 1 -hr rated partitions and 45 min label doors at stairs and adjacent closets indicated as existing partitions and existing doors at NE203, NE204, NE213, NENE105, NE106, NE11A, NE113; incl. door closers, dampers, and related work. • Provide new 1/ 2" gypsum board, base, gals. metal furring, and R -5 rigid insulation at all cmu in finished spaces. Insulation shall be Dow brand or approved equal. • Provide metal deck patch and grout fill at all holes in existing second floor. • Replace roof insulation where missing or damaged by installation of new work. • Provide gypsum board and metal stud soffits wherever existing steel diagonal braces project from steel columns into new finished rooms and offices constructed in metal building areas • Holes in existing siding in excess of 1/ 2" diameter shall be neatly patched with matching siding materials. Use large sheets of siding where small patches are within 48" of adjacent patches. Holes less than 1/ 2 diameter may be patched with s.s. bolts with neoprene washers; painted on exterior side to match wall color. • New partition at column lines 6 and 12 shall insulated with full- thickness bait insulation full height. • All partitions at Mail Room NE 129, Equipment Room NE125, and Server Room NE -211 shall be insulated with full- thickness batt insulation full height. • Provide two layers R -30 bait insulation above ceiling at rooms NE -129 and NE -211. • Provide two layers R -11 bait insulation above ceilings at rooms numbered NE112 through NE128 and at rooms numbered SE101 through SE110. Room NE 121; add new weatherstrip and threshold at existing exterior door • Room NE 123; reverse door and sidelight to South end of room. • Provide metal stud and 1/ 2" gypsum board covers at all steel columns in finished office areas. • Delete W5 at Mail Room NE129; seal existing overhead door airtight, provide insulation, interior studs, and finishes at NE129; partition schedule "K" similar. • Room NE202; reverse D -1 and W -1 to South end of partition, change to outswing door, provide standard 4' -10" frame width as illustrated at W -1 on window schedule. Page 3 of 6 Sheet A -2 Floor Plan, add the following notes: • Patch floor cracks throughout building, including but not limited to second floor. • Provide new 1 -hr rated partitions and 45 min label doors at stairs and adjacent closets indicated as existing partitions and existing doors at NW206, NW207, NW104, NW107, NW114; incl. door closers, dampers, and related work. • Provide new 1/ 2" gypsum board, base, galv. metal furring, and R -5 rigid insulation at all cmu in finished spaces. Insulation shall be Dow brand or approved equal. • Provide metal deck patch and grout fill at all holes in existing second floor. Replace roof insulation where missing or damaged by installation of new work • Holes in existing siding in excess of 1/ 2" diameter shall be neatly patched with matching siding materials. Use large sheets of siding where small patches are within 48" of adjacent patches. Holes less than 1/ 2" diameter may be patched with s.s. bolts with neoprene washers; painted on exterior side to match wall color. Sheet A -7 Finish Schedule, add the following notes: • Remove and replace damaged and vertically misaligned sections of concrete floors in all areas scheduled as existing floors, including but not limited to vehicle and storage areas previously covered with tenant partitions and restrooms. • Do not repaint existing steel structure and metal wall panels throughout open areas used for vehicle storage, parts storage, shop, and welding. Paint only new partitions and existing cmu walls in these areas. New structural components shall be primed with red color rust inhibiting primer to match existing structure. • FRP board shall be Kemlite AGlasbord Fire -X @, AGlasbord FSI @, or approved equal product with ASTME -84 Class A rating, smooth or embossed surface, manufacturers standard white color, complete with matching trim. • Provide metal stud and 1/ 2" gypsum board covers at all steel columns in finished office areas. • Provide 1/ 2" gypsum board on 3/ 4" galv metal z- furring w/ R -5 rigid insulation at all cmu walls in finished office areas. Insulation shall be Dow brand or similar equivalent. Foil insulation and /or wood furring are not accepted. Sheet A -8 Details; Notice of Acceptance Notes; Delete Note #3. Sheet A -12 Details, add the following notes: head frame wrapped with aluminum trim at all new ref detail 19/A -12, or equal detail using 8" steel channel • Provide structural 4x6 TS jamb and and/or replacement door locations, sections. Sheet UL -2; add notes: • Provide UL Partition Detail U419 or approved equal at typical 1 -hr partition • Contractor may use U469 or approved equal as an alternative to P225 and G241, with horizontal installation of rated assembly 24" above ceiling tile. • All penetrations through rated ceilings and partitions shall be protected with UL rated dampers and/or applicable UL rated penetration details. • Contractor may use any applicable UL rated assembly in lieu of specified UL assemblies, subject to prior approval by AHJ. • All proposed assemblies shall be submitted to local ENFD AHJ prior to construction. Do not proceed with construction of rated assemblies until obtaining approval of ENFD AHJ. Page 4 of 6 10 A 0 Coordinate inspection requirements with louai AHJ prior to start of work. Sheet S -2 Structural Plan; add note: • Refer to Fire Protection Plan for quantity and general layout of fire sprinkler lines; contractors shall coordinate exact locations with approved fire protection shop drawings. Sheet S -3 Structural Plan; add note: • Refer to Fire Protection Plan for quantity and general layout of fire sprinkler lines; contractors shall coordinate exact locations with approved fire protection shop drawings. Sheet FP -1 Keyed Notes To Plan; Keynote 1 delete "of spray nozzle" and substitute "or spray nozzle" Sheet E -2 Electrical Plan • Relocate lights at exiting leased spaces as required to avoid conflict with new fire sprinkler W lines at SW103, SW111, SW112. Sheet E -3 Electrical Plan Delete one duplex outlet and Substitute one "quad" outlet in the following rooms: NE 105, NE112, NE116, NE119, NE121, NE122, NE123, NE202, SE114, SE115, SE117, SE119 Add one duplex outlet in NE201 at South wall adjacent to Office NE202 • Add one duplex outlet at NE121 at South wall near window • Add one j -box and conduit to ceiling space for cameras at each of the following interior locations: NE101 NW corner, NE101 NE corner, NE102 SW corner, NE102 SE corner • Add one exterior j -box near eave with conduit to ceiling space for cameras at each of the following locations: North wall NE corner, North wall NW corner, South wall SE corner, South wall SW corner, East wall NE corner, East wall SE corner, West wall NW corner, West wall SW corner. • Add exterior j -box near eave with conduit to ceiling space for cameras at each of the - following locations: West wall one each side of column line 10, East wall one each side of column line 10. • Video cameras and wiring are NIC. • Add one CR and related hardware and wiring at exterior side of exterior door at NE 120 • Add one CR and related hardware and wiring in NE101 at interior door between NE101 and NE113. • Add one CR and related hardware and wiring in SE111 at door between SE111 and SE110. Sheet E-4 Electrical Plan . Delete one duplex outlet and Substitute one "quad" outlet in the following rooms: NW102, NW112, NW115, NW116, NW117, SW108, SW109 • Add one exterior j -box near eave with conduit to ceiling space for cameras at each of the following locations: North wall NE corner, North wall NW corner, South wall SE corner, South wall SW corner, East wall NE corner, East wall SE corner, West wall NW corner, West wall SW corner. • Add two exterior j -box esnear eave with conduit to ceiling space for cameras at each of the following locations West wall near column line 10, and East wall near column line 10. Video cameras and wiring are NIC. Sheet E -6 Power Distribution Diagram is revised (enclosed); Page 5 of 6 • Add one 100A/3P /Shunt Trip Breaker it ranel MDPE with 1 -1/4" EMT w/4- #3 and 1 #8EG to the 100A/3P Fused disconnect shown in the elevator equipment room. Sheet FA -3 is revised (enclosed) Riser Diagram and Sequence of Operations revised. Replace: the Contract Proposal page GC -P -2 from the original packet with the attached revised Proposal Page. Bidders must use the Addendum Proposal Page in order to be considered for award. If you require additional information please contact Harry Huber, Public Utilities Engineering Department at 239/530 -5341 or by e-mail at Harry1juber0)colliergov.net or me at 239/732 - 2667or by e-mail at LynWood(a)colliergov.net. cc: Harry Huber, PLIED Victor Latavish, Architect Page 6 of 6 BID SCHEDULE BID NO. 04 -3666R Construct Public Utilities Operations Center BASE BID (Lump Sum) Addendum #3 10A The total cost including all materials, equipment, allowances, and related work required to completely and properly construct the project as indicated in the Construction Documents: DOLLARS $ Plus Allowance $250,000.00_ TOTAL BASE BID $ -- ALTERNATES • Alternate 1: Add Fire XaFm and Felated work This work added to base bid. See Page 01030 -2 Dollars ($ ) • Alternate 2: Add replacement doors, windows, overhead doors, and related items listed as Alternate No. 2 in Section 01030 Dollars ($ • Alternate 3: De! ° *e ' + °mc. lic. + °rl ° A I+°rn +° AI° 4 in C °n +inn 01030 Delete all steel bollards located at and inside building, detail 8 & 9 /A1 delete steel bollards at backflow preventer, generator, or site utilities $ Dollars ($ ) - MW a _ MM This work to be added to base bid. GC -P -2 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10A COLLIER COUNTY VERTICAL STANDARDS SECTION 09680- CARPET A. Provide Carpet and/or Carpet tile as required by building design program. Acceptable products are as follows: 1. Carpet shall be Mohawk Commercial Carpet with the following physical properties: a. Type: Stati -Tuft UPS 16706 b. Construction: Tufted Loop Pile C. Gauge: 1/8 d. Fiber: 100% Dupont Antron Legacy B.C.F. and soil resistant e. Flammability: Class 1- Exceeds .45 watts per square CM f. Total thickness: .234 in. g. Yarn Weight: 28.30 oz. square yard h. Backing Materials: Warp, stuffer, filling all synthetic i. Total Weight: 61.8 oz. square yard j. Density: 7,898 k. Weight Density: 223,504 1. Pitch: 216 M. Stitches Per Inch: 8.4 n. Pile Thickness: 0.129" o. Stock width: 12" P. Smoke density: NBS Smoke Density Chamber (NFPA- 258): Less than 450 q. Static propensity: 70/20 AATCC- 134: Under 3.5 KV r. Warranties: UPS Warranty Guaranteed 20 lb. tuft binds, Moisture resistant, Dimensionally stable, Guaranteed for 20 yrs., no delamination for 20 yrs., and Lifetime static 2. Product: Mohawk Carpet Tile with the following specifications: a. Type: Stati -Tuft Modular b. Construction: Tufted/Ultra Performance System C. d. e. f. 9. h. i. J• k. 10 P. Fiber: 100% Dupont Antron Legacy with Static Control and soil resistant Yarn Weight: 28.3 oz. /sq. yd. Gauge: 1/8 Size: 17 5/8 x 17 5/8 Density: 7,898 Weight Density: 223,504 Stitches per inch: 8.4 Pile Thickness: 0.129" Warranties: Mohawk Modular 20 yr warranty 20 yr. wear, 20 yr. no edge ravel, 20 yr. no delamination, Cushion Resiliency 20 yr., and Lifetime static 3. Product Mohawk Commercial Carpet with the following specifications: a. b. C. d. e. f. 9. h. i. J• k. 1. m. n. o. Type: Regents Row- 30663 Construction: Woven Cut and Loop Pitch: 216 Equivalent Pile Thickness: .192 Rows per inch: 8.0 Fiber: 100% Dupont Antron Legacy BCF Nylon with Static control and soil resistant Yarn Weight: 34.5 oz/ sq. yd. Total Weight: 68.16 oz/ sq. yd. Total Thickness: .312 in. Backing Materials: Synthetic Density: 6,468 Weight Density: 223,146 Stock Width: 12' Flammability: Class 1- Exceeds .45 watts per sq. CM Smoke Density: NBS Smoke Density Chamber (NFPA- 258) Less than 450 Static propensity: 70/20 AATCC -134: Under 3.5 KV Warranties: Lifetime Limited Woven Wear, and Lifetime Static COLLIER COUNTY UTILITIES OPERATIONS CENTER 1 0 NAPLES, FLORIDA PART 3- EXECUTION 3.1 SCHEDULE OF ALTERNATES (Revised 7 -2 -04) Alternate Number 1: Add " Icynene" insulation at the following areas: 1. R -11 insulation, nominal 3" thick Icynene, at metal roof deck over conditioned second floor areas at North ends of both East and West Buildings. 2. R -19 insulation, nominal 5" thick Icynene, at concealed wall cavity, installed on metal siding at rooms numbered NEl 12 through NE129 and at rooms numbered SE101 through SE110; Full thickness batt insulation shall fill balance of wall cavities at these areas. 3. R -19 insulation, nominal 5" thick Icynene, at metal roof deck over conditioned areas numbered NE 112 through NE 129 and at rooms numbered SE 101 through SE 110; 4. R -11 insulation, nominal 3" thick Icynene, at metal roof deck over conditioned first floor areas at South ends of both East and West Buildings. Use of specified spray insulation material is subject to approval by ENFD AHJ and Building Official. Alternate Number 2: Replace all existing window framing and glazing, doors, door frames, door glazing, hardware, and overhead doors. Provide TS frame or structural channel frame at jambs and heads of all replacement window and door units in metal building areas, equal to details 7/S5 and 8/S5; Replacement units shall be impact -rated and shall comply with current FBC requirements including Ch 16. Shop drawings and NOA submittals are required. Wind pressures are indicated on the drawings. Alternate Number 3: Delete all steel bollards located at and inside building, detail 8 & 9 /A11 (do not delete steel bollards at backflow preventer, generator, or site utilities) END OF SECTION 01030 ALTERNATES 01030-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 14 E. Mirror Glass: ASTM C 1036, Type I, Class 1, Quality q2, nominal 6.0 mm thick, with silvering, electroplated copper coating, and protective organic coating complying with FS DD -M -411. F. Galvanized Steel Mounting Devices: ASTM A 153/A, hot -dip galvanized after fabrication. G. Fasteners: Screws, bolts, and other devices of same material as accessory unit, tamper and theft resistant when exposed, and of galvanized steel when concealed. 2.3 FABRICATION A. General: Names or labels are not permitted on exposed faces of accessories. On interior surface not exposed to view or on back surface of each accessory, provide printed, waterproof label or stamped nameplate indicating manufacturer's name and product model number. B. Surface- Mounted Toilet Accessories: Unless otherwise indicated, fabricate units with tight seams and joints, and exposed edges rolled. Hang doors and access panels with continuous stainless -steel hinge. Provide concealed anchorage where possible. C. Recessed Toilet Accessories: Unless otherwise indicated, fabricate units of all- welded construction, without mitered corners. Hang doors and access panels with full - length, stainless -steel hinge. Provide anchorage that is fully concealed when unit is closed. D. Framed Glass- Mirror Units: Fabricate frames for glass - mirror units to accommodate glass edge protection material. Provide mirror backing and support system that permits rigid, tamper- resistant glass installation and prevents moisture accumulation. 1. Provide galvanized steel backing sheet, not less than 0.034 inch and full mirror size, with nonabsorptive filler material. Corrugated cardboard is not an acceptable filler material. E. Mirror -Unit Hangers: Provide mirror -unit mounting system that permits rigid, tamper- and theft - resistant installation, as follows: 1. One - piece, galvanized steel, wall- hanger device with spring- action locking mechanism to hold mirror unit in position with no exposed screws or bolts. F. Keys: Provide universal keys for internal access to accessories for servicing and - resupplying. Provide minimum of six keys to Owner's representative. TOILET AND BATH ACCESSORIES 10801 -3 13 m _ /---Jos law JA 99 I OA -' COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT ADMINISTRATIVE SERVICES DIVISION ADDENDUM 3301 EAST TAMIAMI TRAIL PURCHASING BUILDING NAPLES, FLORIDA 34112 (239) 732 -2667 FAX (239) 732 -0844 http://co.collier.fl.us 10A DATE: July 7, 2004 TO: Interested Bidders FROM: Lyn M. Wood, C.P.M. Purchasing Agent SUBJECT: Addendum # 2 — Bid #04 -3666R — "Construct Public Utilities Operations Center" Addendum #2 covers the following change for the referenced Bid: Change: The bid due date from July 13, 2004 to July 29, 2004. If you require additional information please contact Harry Huber, Public Utilities Engineering Department at 239/530- 5341or by email at HagyHuber _colliergov.net or me at 239/732- 2667or by e-mail at LynWood @col lie rgov.net. cc: Harry Huber, PUED Victor Latavish, Architect 10A COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING NAPLES, FLORIDA 34112 — (239) 732 -2667 FAX (239) 732 -0844 httpJ /co.collier.fl.us ADDENDUM DATE: June 14, 2004 TO: Interested Bidders FROM: Lyn M. Wood, C.P.M. Purchasing Agent SUBJECT: Addendum # 1 — Bid #04 -3666R - "Construct Public Utilities Operations Center" Addendum #1 covers the following change for the referenced Bid: 1. On page GC -PN -1, third paragraph, line 4, change "(GC -P -1 through GC- P -12)" to (GC -P -1 through GC- P -11). 2. With regard to Drawings: Drawings: C -1 Sheet revised and reissued dated 5 -21 -04 to include permit data and revisions to index. C -2 Site Plan 1. Keynote M; add "Minor repairs do not include complete overlay of existing pavement; Bidders shall inspect conditions on site prior to submitting bid." 2. Revise keynote 'P'. Patch pavement; existing barricades will be removed by Owner. 0A 11 3. Revise to Keynote `Q' to eliminate "removal of AC units" and add note "Field inspect existing conditions before submittal of bid to confirm extent of work required" 4. Add keynote `S': "Remove existing pavement, base, and excavate as required to properly install new underground utilities, including but not limited to fire lines and sanitary lines. Provide fill, base, compaction, and patch pavement at new buried lines. Coordinate the work of all trades." C -3 General Provisions 1. Coordination 01410; Add "Provide wall chases, soffits, and covers as required to properly conceal pipes, refrigerant lines, conduits, etc. from view. Coordinate work of all trades including installations above ceilings to maintain ceiling heights scheduled." - 1 of 1 Utility Plan; add General Notes: 1. "Provide fill, grading, and sod at the new backflow device, check valve, and FDC. Finish grade at these areas shall be flush with adjacent pavement, with level 36" shoulder and 2:1 rip -rap down to existing grade. Field coordinate exact locations of new work to avoid conflict with existing conditions ". -' 2. "Provide 42" galv. steel bollards at backflow device and FDC, located between driveway and equipment; bollards field located by ENFD, ref. detail 8/A11; total qty 4 bollards. SD -1 Selective Demolition Plan, add General Notes: 1. "Provide all demolition work required to install new work including but not limited to new plumbing, fire protection, mechanical, electrical, structural, architectural, and related work. Refer to complete set of Documents including plans and specifications for extent of work required." 2. "Remove portions of concrete floor as required to cap abandoned plumbing lines ". 3. "Remove and replace all existing gypsum board, furring, insulation, and base at exterior cmu walls south of column line 17." SD -2 Selective Demolition Plan, add General Notes: 1. "Provide all demolition work required to install new work including but not limited to new plumbing, fire protection, mechanical, electrical, structural, architectural, and related work. Refer to complete set of Documents including plans and specifications for extent of work required. w- 2. "Remove portions of concrete floor as required to cap abandoned plumbing lines ". 3. Add to keynote SD -3: "including partitions along column lines 12,13,15 between column lines A and C, and along column line B between column lines 15 and 19." A -1 Sheet revised dated 5 -21 -04 A -2 Sheet revised dated 5 -21 -04 1 A -3 Elevations 1. Keynote 17; Add "Coordinate removal of gas tank with Amerigas" A -7 Sheet revised and reissued dated 5 -21 -04 A -8 Detail Sheet 1. Window W -2; add note "45 minute label required" 2. Elevator Plan Detail B -A8; add note: Provide 2500 lb. capacity passenger elevator, hole -less hydraulic, 2 story, reverse opening, single speed doors, w/ standard cab and entrance, as manufactured by `Oil Lift Systems' or approved equal. Shop drawings required. Proposal shall include all materials, labor, equipment, connections, demolition, patches, and accessories required for a complete and proper installation." 3. Add general note: "Contractor shall relocate existing elevator equipment from room NW 106 to NW 204 after installation of structural floor bracing. Proposal shall include all materials, labor, equipment, wiring, connections, demolition, patches, penetration protection, and accessories required for a complete and proper installation." A -9 Plan Details 1. Accessory Schedule; TA -1; delete reference to `push button'; specified unit is automatic; mount at 40" aff according to manufacturers recommendations. A -10 Partition Legend; Add general notes: 1. "Re -use of existing rated partitions is subject to approval by AHJ. Provide alternate bid to remove and replace all existing rated partitions indicated to remain in work." 2. "All rated partitions shall extend full- height from floor to roof deck" 3. "All penetrations through new and existing rated partitions shall be protected in accordance with an approved UL detail." A -11 Details 1. Detail 2/A -11; add notes: A. "Interior laminated glass shall have 1 /4" clear tempered glass faces with 0.030 pvb clear interlayer." B. "Contractors option to provide Kawneer Tri -Fab 450 system or similar equivalent in lieu of frame profile indicated." 2. Detail 2A/A -11 and 2D /A -11; Aluminum channel shall be min. 1/8" thick material - A -12 Details 1. Detail 18A/Al2; Add note: "Tapcon fasteners shall be minimum 1/4" dia. x length required for 2" embedment into concrete /cmu (min.), spaced 4" from each end and 12" oc.; field measure existing masonry openings to determine size of solid blocking required" UL -1 Details Page 3 of 5 I Add general note: "Contractor may substitute alternative rated penetration and HW details subject to approval by AHJ" UL -2 Details Add general note: "Contractor may substitute alternative rated assembly details subject to approval by AHJ, including but not limited to alternative rated ceilings, and, shaft wall assemblies used as component of ceiling - assemblies." P -1 Plumbing Notes, add notes: 30. "Permanently cap all abandoned domestic and sanitary lines. Coordinate removal of existing hubs, drains, etc. with other trades." 31. "Patch existing walls, ceilings, floors, pavement, etc. damaged during demolition and /or installation of new work." 32. "Provide lead boot flashing at new vents through existing asphaltic roof" 33. "Provide vinyl boot flashing at new vents through existing metal roof" FP -1 Fire Protection Site Plan 1. "Provide 42" gals. steel bollard at each fire riser, locate between building and parking stop; ref. detail 8 /A11; total qty 2 bollards. M -1 HVAC Notes, add notes: 1. "Provide fire damper at all ductwork penetrations through rated assemblies, with damper rating same as assembly rating." 2. "Refer to Architectural plans and schedules for locations and rating of wall and ceiling assemblies." 3. "Field coordinate exact locations of AC units to maintain manufacturers recommended clearances and maximum distance between AC units and parking stops." 4. "Patch existing walls, ceilings, floors, pavement, etc. damaged during demolition and /or installation of new work." E -3 Electrical Plan 1. Delete one SF1 and related work at SW101 E -6 Lighting Schedule 1. Approved equal fixtures by Lithonia, Focalpoint, Coventry, LSI, and Pathway are listed on TM Lighting submittal dated 4 -23 -04 (enclosed). S -1 Revised Roof Load & Wind Data Chart and Revised Note #3 Code Compliance Statement (enclosed) M -1 Add "Controls shall be Metasys System by Johnson Controls compatible with Collier County Facilities central energy management system; no substitutions" Page 4 of 5 Attachments to Addendum #3: 1.Roof Loads & Wind Data sheet 2. Sign Schedule If you require additional information please call Harry Huber, Public Utilities Engineering Department at 239/530 -5341 or by e-mail at harryhuber @colliergov.net or me at 239/732- 2667or by e -mail at LynWood @colliergov.net. _ cc: Harry Huber, PUED Victor Latavish, Architect Page 5 of 5 IOA 1®A Addendum 1 ROOF LOADS & WIND DATA A) ROOF DEAD LOADS 5 METAL B D BLDG _ OSFS�► G B) ROOF LIVE LOAD = 20.0 PSF C) WIND LOADS 1) BASIC WIND SPEED = 132 MPH 1n 2a) WIND IMPORTANCE FACTOR = 1.00 2b) BUILDING CATEGORY = ENCLOSED 3) WIND EXPOSURE = B 4) INTERNAL PRESSURE COEFFICIENT = +/- 0.18 5) COMPONENTS AND CLADDING PRESSURES : FORCE EFFECTIVE WIND AREA (SF) ZONE DIRECTION 10 -50 SF 50 -100 SF >100 SF PRESSURE 16.0 13.9 12.4 O1 ROOF SUCTION -27.0 -26.0 -25.2 PRESSURE 16.0 13.9 12.4 (D ROOF SUCTION -53.3 -46.1 -40.7 OVERHANG -56.7 -56.7 -56.7 PRESSURE 16.0 13.9 12.4 3D ROOF (-J SUCTION -53.3 -46.1 -40.7 OVERHANG -95.3 -84.5 -59.3 PRESSURE 30.4 27.2 25.9 O4 WALL. SUCTION -33.0 -29.8 -28.4 PRESSURE 30.4 27.2 25.9 5 WALL SUCTION -40.7 -34.3 1 -31.6 NOTES: 1) WIND FORCES ACT PERPENDICULAR TO THE ROOF OR WALL SURFACES WITH +- VALUES ACTING INWARD. (PRESSURE) AND - VALUES ACTING OUTWARD (SUCTION). 2) WIND PRESSURES SHOWN ARE GROSS VALUES AND MAY BE REDUCED BY THE DEAD LOADS ONLY ON THE TOP CHORD OR FLANGE. 3) STRUCTURAL ENGINEER REQUIRES THE INSTALLATION OF SUPPORTS AND FRAMING SHOWN ON THE STRUCTURAL DRAWINGS TO SUPPORT NEW EQUIPMENT AND FIRE PROTECTION SPRINKLER LINES INDICATED ON M /E /P /FP SHEETS. Addendum 1 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SIGN SCHEDULE ,._ SIGN LOCATION SIGN TEXT INTERNATIONAL SYMBOL Men NE109, SE108, MEN Male figure SE107, SE123 Women NE 106, SE 107, WOMEN Female figure SE 122 WC NE103, NE206, RESTROOM Male & female figure NE131, SW105, NW 108 Elevator D2 ELEVATOR none NE 205, NW203, NW 107, NW 101 Elevator door USE STAIRS Running figure, stairs and fire NE205, NW203 IN CASE OF FIRE symbol Hall NE209 INFORMATION none SE124 TECHNOLOGY CONFERENCE none Conference NE208, NE104, SE118, NW201 Equipment/Janitor NE210, NE 126, JANITOR none NE132, SE104, SE121, SW106, NW111, NW211 Equipment NE 114, NW 106, EQUIPMENT ROOM none NW204, NW208, NW213 10Av� F Addendum 1 Equipment NE114, NW106, NO STORAGE ALLOWED none NW204, NW208 IN THIS ROOM Mail Room MAIL ROOM none NE 129 (qty 4) WC SE105 MEN Male symbol Training SE 10 locate signs in SE102 TRAINING ROOM none (qty 2) Ready Room SE 102 READY ROOM none locate sign in SE101 (qty 2) Hall SE 110 MENS LOCKERS Male symbol Vest SE 106 RESTROOMS Male and female symbols locate in SE101 Vehicle Storage LOCATES none SE 111 DEPARTMENT Vehicle Storage READY ROOM none SE111 Vehicle Storage READY ROOM none NE 130 Vehicle Storage . BREAK ROOM none NE 130 Vehicle Storage STORAGE none NE 130 Elev.Equip. NE 125 ELEVATOR none EQUIPMENT Files FILE ROOM none NW 105 lOP, �- Addendum t STAIRS STAIRS Stairs symbol NE 113, NE204, NE213, NW207, NW206, NW 107 Various Locations AUTHORIZED PERSONNEL none (qty 12) ONLY Extra Materials, (2 -lines text determined by Owner) none Various Locations (qty 24) Note: Field verify location of all signs with Architect prior to installation. END OF SIGN SCHEDULE BID PROPOSAL BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Construct Public Utilities Operations Center BID NO. 04-3666R Full Name of Bidder Lod e Construction Inc . Main Business Address 2161 -A McGregor Blvd. , Ft. Myers FL 33901 Place of Business 216 A McGreao Blva Ffi MVPrR FT Telephone No. No. 239 332 -4371 Fax No. 239 332-0218 State Contractor's License # CG- C059635 - To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA (hereinafter called the Owner) The undersigned, as Bidder declares that the only person or parties interested in this Proposal as principals are those named herein, that this Proposal is made without collusion with any other person, firm or corporation; that it has carefully examined the location of the proposed work, the -- proposed forms of Agreement and Bonds, and the Contract Drawings and Specifications, including Addenda issued thereto and acknowledges receipt below Bidder proposes, and agrees if this Proposal is accepted, Bidder will contract with the Owner in the form of the copy of the Agreement included in these Contract Documents, to provide traln necessary machinery, tools, apparatus and other means of construction, including utility services necessary to do all the Work, and furnish all time herein prescribed and accordi ng Ito the referred to in the Contract Documents in the manner and P requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract, and to do all other the sums set forth if the full Contractor by the Contract Documents, and that It will tak e payment following Bid Schedule: NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your proposal pages. GC -P -1 Bid No. 04 -3666R - Construct Public Utilities Operations Center Contractor's Addendum Number Date Issued Initials #1 6/14/04 �x- #2 #3 7/7104 - 7/16/04 '�- #4 #5 7/20/04 Bidder proposes, and agrees if this Proposal is accepted, Bidder will contract with the Owner in the form of the copy of the Agreement included in these Contract Documents, to provide traln necessary machinery, tools, apparatus and other means of construction, including utility services necessary to do all the Work, and furnish all time herein prescribed and accordi ng Ito the referred to in the Contract Documents in the manner and P requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract, and to do all other the sums set forth if the full Contractor by the Contract Documents, and that It will tak e payment following Bid Schedule: NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your proposal pages. GC -P -1 Bid No. 04 -3666R - Construct Public Utilities Operations Center Jul -30 -04 13:53 From - Collier County Purchasing 041 732 0644 T -02T P.004 /006 F -566 Addendum n BID SCHEDULE BID NO. 04-3666R Construct Public Utilities Operations Center BASE BID (Lump Sum) -- The total cost including all materials, equipment, allowances, and related work required to completely and properly construct the project as indicated In the Construction Documents: nwo yy JGL/D.rJ VW0 E141i7Y SE41�' 711.e4s.vA-3) ,c'ivE L1u,v-D _� D jCZj&T SJX + "Izav - _DOLLARS $� r-„�nle'Ge Plus Allowance $250,000.00 TOTAL BASE BID $ 'd© ALTrzRNATES RAlternate 1: Th;s--weFk added t9 laase bid. See Page 9193 Icynene Insulation listed as Alternate_Nea. 1 in Section 0103 fipp$, '1.1 TY_ E'.,% 7-1-�5.4.yD ,4iyo, fop 6 Dollars ($ 3z00� • Alternate 2: Add replacement doors, windows, overhead doors, and related items listed as Alternate No. 2 in Section 01030 /} 9% $ !/NPec -�? FiFTYili )e 7/w, % :5.4o-J9 _ Dollars • Alternate 3: Delete all steel bollards located at and inside building, detail 8 & 9/A11 (do not delete steel bollards at backflow preventer, generator, or site utilities GC -P -2 Bid No. 04 -366GR — COnswat Public Utilities Operatlons Center RM LIST OF SUBCONTRACTORS The undersigned states that the following is a full and complete list of the proposed subcontractors on this Project and the class of work to be performed by each, and that such list will not be added to nor altered without written consent of the Project Manager. The undersigned further acknowledges its responsibility for ensuring that the subcontractors listed herein are "qualified" (as defined in Ordinance 87 -25 and Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and necessitated by this Agreement, including, but not limited to proper licenses, certifications, registrations and insurance coverage. The County reserves the right to disqualify any bidder who includes non - compliant or non - qualified subcontractors in his/her bid offer. Further, the County may direct the bidder/contractor to remove /replace any subcontractor that is found to be non- compliant with this requirement subsequent to award of the contract at no additional cost to the County. THIS LIST MUST BE COMPLETED OR BID WILL BE DEEMED NON - RESPONSIVE. - (Attach additional sheets as needed). Subcontractor and Address 1. Concrete 2.- Masonry 3. Steel 4. Finish Carpentry 5. Casework 6. Roofing 7. Insulation �L G 17�F' rev ci��iioy .,uc� . 7 r GC -P -3 Bid No. 04 -3666R — Construct Public Utilities Operations Center 8. Doors 9, Hardware 10. Windows 11. Tile 12. Drywall 13. Stucco 14. Painting 15. Acoustic Ceiling 16. Plumbing 17. HVAC 18. Electrical ,e % /n yr- -1.12 'S F /_ A e,- , lo,cJ 21 L4 S S F� 1R yp 2s F'� OF 4�5 T• AA L69 5 'ge- /aiGC. GC -P -3a Bid No. 04 -3666R — Construct Public Utilities Operations Center 19. Fire Alarm w 20. Fire Sprinkler 21. Elevator 22. 23. Dated 4'Cl"e MUMA MR 12 4 - Lodge Construction, Inc. BI BY: Cabot L. D6/n Jr. - President GC -P -3b Bid No. 04 -3666R — Construct Public Utilities Operations Center 1C STATEMENT OF EXPERIENCE OF BIDDER The Bidder is required to state below what work of similar magnitude is a judge of its experience, skill and business standing and of its ability to conduct the work as completely and as rapidly as required under the terms of the contract. Project and Location Charlotte County 2. Bonita Springs P.O. Renovations "- Bonita Springs, FL 3 Charlotte Co. Sheriff's Office Charlotte County Moorehaven, FL 5. RCMA Charter School Immokalee, FL - g, Ferguson Enterprises Addition Ft. Myers, FL 7. Glades K -6 Elementary School _._ Moorehaven, FL Dated G D Reference Charlotte Countv School Boar Doug Quick (941) 575 5400 US Postal Service - Grant- Baker 4000 DeKalb Tech Pkwy #300, Atlanta, GA Charlotte Co. B.C.C. 18500 Murdock Circle, Port Charlotte, FL Glades go Sela6 ! $eaFa Avenue L & 10th St., Moorehaven, FL RCMA - Ira Malamut (239) 658 -3560 402 W. Main St., Immokalee, FL Ferguson Enterrn r; GP-,, Tnr- 12500 Jefferson Ave.,, Newport News, VA Glades Co. School Board (863) 946 -2083 400 10th St. SW, Moorehaven, FL Lodge Construction, Inc. Bidder BY. Cabot L. Dunn Jr. - President GC -P -4 _._ Bid No. 04 -3666R — Construct Public Utilities Operations Center Jul -30 -04 13:53 From - Collier County Purchacins 941 732 0844 T -827 P.005/006 F -568 Addendum #5 Upon receipt of written notice of the conditional acceptance of this Bid, Bidder will execute the formal Contract attached within ten (10) calendar days and deliver the Surety Bond or Bonds - and Insurance as required by the Contract Documents. The bid security attached in the sum of 5% dollars ($ % c)f r,;a ar,+ ) is to become the property of the Owner in the event the Contract, Insurance and Bonds are not executed within the time above set forth for the delay and additional expense to the Owner. if awarded a contract under this Proposal, the undersigned proposes to commence work at the �- site within 5 calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later) commencement date. The undersigned further agrees to substantially complete all work covered by this Proposal on the East Building within one #sued- eig#ty (180)two hundred forty (240) and on the West Building within two hundred ten (210) consecutive calendar days, computed by excluding the commencement date and including the last day of such period, and to be fully completed to the point of final acceptance by the Owner on the East Building within two hundred seventy (270) and on the West Building within two hundred forty (240) consecutive calendar days, computed by excluding commencement date and including the last day of such period. Respectfully Submitted: State of Florid County of Lee Cabot L. Dunn Jr. being first duly sworn on oath deposes and says that the Bidder on the above Proposal is organized as Indicated and that all statements herein made are made on behalf of such Bidder and that this deponent Is authorized to make them. Cabot L. Dunn Jr. also deposes and says that it has examined and carefully prepared its Bid Proposal from the Contract Drawings and Specifications and has checked the same in detail before submitting this Bid; that the statements contained herein are true and correct. (a) Corporation The Bidder is a corporation organized and existing under the laws of the State of Florida which operates under the legal name of and the full names of its officers are as follows: President Cabot L. Dunn, Jr. Secretary Cabot L. Dunn, Jr. Treasurer Cabot L. Dunn, Jr Manager Cabot L. Dunn, Jr. GC -P -5 Bid No. 04 -3656R — Construct Pubic Utilities Opetstiom Center 10 and it (does) or (does not) have a corporate seal. a r&rtWmd--cGpry°- e€--which . (strike out this last sentence if not applicable). (b) Co- Partnership The Bidder is a co- partnership consisting of individual partners whose full names are as follows: n/a The co- partnership does business under the legal name of: n/a -- (c) Individual The Bidder is an individual whose full name is n/a , and if - operating under a trade name, said trade name is DATED �r �� Lodge Construction, Inc. - legal entity rvyitness Witness BY: Cabot L. Dunn, Jr. Name of Bid r (Typed) Signature PrE?si r_9_Pnt Title [CL!porate Seal] GC -P -6 Bid No. 04 -3666R - Construct Public Utilities Operations Center lOP._ STATE OF Florida COUNTY OF Lee The foregoing instrument was acknowledged before me this is day of ,4%GZ,, i , 2004, as President of by Cabot L. Dunn Jr. � a Florida corporation, on behalf of the corporation. /she s p sonally known to me r has produced as identification and did (did not) take an oath. M Y Commission Expires: 8/27/05 Signature f N ary) l KATHLEEN S. SCHUSTER NAME: Kathleen S. Schuster MY COMMISSION* DD049735 (Legibly Printed) ��Of R�~a EXPIRES. August 27, 2005 t.Wo.3.NOTARY FL Notary Service 6 Bonding, Inc. (AFFIX OFFICIAL SEAL) Notary Public, State of FL Commission No.: DD 049735 GC -P -7 _ Bid No. 04 -3666R — Construct Public Utilities Operations Center 10A 110 CONFLICT OF INTEREST 1. Bidder shall provide full disclosure of information on any work performed for private interests within the past two (2) years, especially work that is not yet completed. 2. Bidder shall provide a declaration of commitment not to pursue any private sector work within the limits of the County project or directly affected by the County project until the County project is completed and accepted by the County. Contractor may request a waiver of this provision from the Project Manager. A waiver may be granted at the sole discretion of the County. 3. Bidder shall provide a certification by a principal of the firm that the firm will comply fully with items 1 and 2 above, and to certify that no conflict of interest does exist or will arise if firm is awarded a County project. If more space is required, please attach additional pages. Failure to provide the documentation requested above may result in the Bid being declared non - responsive. Date: Lodge Construction, Inc. has not performed any work for private interest within the limits of the County project within the past two years, Additionally, Lodge Construction, Inc. agrees not to persue any work for private interest within the limits of the County project, until the project is completed. Lodge Construction, Inc. Contractor By. Cabot L. Dunn,///J , Its GC -P -8 Bid No. 04 -3666R — Construct Public Utilities Operations Center President 10A " KNOW ALL MEN BY THESE PRESENTS, that we Lodge Construction, Inc. (herein after called the Principal) and International Fidelity Insurance Company (herein called the Surety), a corporation chartered and existing under the laws of the State of New Jersey with its principal offices in the city of Newark and authorized to do business in the State of Florida are held and firmly bound unto the Collier County Board of County Commissioners (hereinafter called --the Owner, in the full and just sum of FIVE PERCENT OF AMOUNT BID dollars ($ FIVE PERCENT OF AMT. BI[ good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety --bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a proposal for furnishing all labor, materials, equipment and incidentals necessary to furnish and install: Construct Public Utilities Operations Center Bid No. 04 -3666R -- NOW, THEREFORE: The conditions of this obligation are such that if the Proposal be accepted, the Principal shall, within fifteen days after the date of a written Notice of Award, execute a Contract in accordance with the Proposal and upon the terms, conditions and price(s) set forth 'herein, of the form and manner required by the Owner, and execute a sufficient and satisfactory ;ontract Performance Bond and Payment Bond payable to the Owner, in an amount of 100 Percent of the total Contract price each in form and with security satisfactory to the said Owner, then this - obligation to be void; otherwise to be and remain in full force and virtue in the law; and the Surety ;hall, upon failure of the Principal to comply with any or all of the foregoing requirements within the time specified above, immediately pay to the aforesaid Owner, upon demand, the amount hereof in -Mood and lawful money of the United States of America, not as a penalty but as liquidated damages. GC -P -9 • J No. 04-3666R — Construct Public Utilities Operations Center 10A IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly „signed and sealed this 29th day of July 2004. Lodge Const uction, Inc. Principal BY 4 (Seal) Insurance Company Surety Kevin Wojtowicz Attorney -in -fact and Florida Licensed Resident Agent 4--- Z2 (Seal) Countersigned n/a -ocal Resident Producing Agent for n/a GC -P -10 No. 04 -3666R — Construct Public Utilities Operations Center GLENN ARVANITIS, EILEEN C. HEARD, PETER A. THOMSON, KEVIN WOJTOWICZ, BRETT ROSBNHAUS Clearwater, FL. its true and lawful attorneys) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, stature, rule, regulation, contract or otherwise including any and all consents for the release of retained percentages and /or final estimates on engineering and construction contracts required by the Department of Transportation, State of Florida, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of Article 3- Section 3, of the By -Laws adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting called and held on the 7th day of February, 1974. The President or any Vice President, Executive Vice President, Secretary or Assistant Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and, (2) To remove, at any time, any such attorney -in -fact and revoke the authority given. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 29th day of April, 1982 of which the following is a true excerpt: Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. OEl�1Y /�/�. IN TESTIMONY WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY has caused this instrument to be 4� U (/ signed and its corporate seal to be affixed by its authorized officer, this 31st day of August, A.D. 1998. O� SEAL L CI INTERNATIONAL FIDELITY INSURANCE CO �` r.+ 1904 h STATE OF NEW JERSEY County of Essex Secreta On this 31st day of August 1998, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said the he is the therein described and authorized officer of the INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seal affixed to ® said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. MAp G IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, New Jersey the day and year first above written. � O NOTARY _. al PUBLIC r SL.► 1 JEAS� A NOTARY PUBLIC OF NEW JERSEY CERTIFICATION My Commission Expires Nov. 21, 2005 I, the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect GiIN TESTIMONY WHEREOF, ,I have hereunto set my hand this day of r Assistant Secretary i . THIS SHEET MUST BE SIGNED BY VENDOR BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Purchasing Department BIDDERS CHECK LIST IMPORTANT: Please read carefully, sign in the spaces indicated and return with your bid proposal. Bidder should check off each of the following items as the necessary action is completed: 1. The Bid has been signed. 2. The bid prices offered have been reviewed. 3. The price extensions and totals have been checked. 4. The payment terms have been indicated. 5. Any required drawings, descriptive literature, etc. have been included. 6. Any delivery information required is included. 7. If required, the amount of bid bond has been checked, and the bid bond or cashiers check has been included. 8. Any addenda have been signed and included. 9. The mailing envelope has been addressed to: Purchasing Director Collier County Government Center Purchasing Building 3301 Tamiami Trail, East Naples, Florida 34112 11. The mailing envelope must be sealed and marked with: c>Bid Number; pProject Name; ,:*Opening Date. 12. The bid will be mailed or delivered in time to be received no later than the specified o enin date and time. (Otherwise bid cannot be considered.) ALL COURIER- DELIVERED BIDS MUST HAVE THE BID NUMBER AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET Lodge Construction, Inc. BiddeANie' Signature & Title Cabot L. Dunn Jr. - President DATE: L, D, GC -P -11 Bid No. 04 -3666R — Construct Public Utilities Operations Center CONSTRUCTION AGREEMENT 10 A °' THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ( "Owner ") hereby contracts with Lodge Construction, Inc. ( "Contractor ") of 2161 -A McGregor Boulevard, Ft. Myers, Florida, a Florida corporation, to perform all work ( "Work ") in connection with Construct Public Utilities Operations Center, Bid No. 04 -3666R ( "Project "), as said Work is set forth in the Plans and Specifications prepared by Victor J. Latavish, the Engineer and/or Architect of Record ( "Design Professional ") and other Contract Documents hereafter specified. Owner and Contractor, for the consideration herein set forth, agree as follows: Section 1. Contract Documents. A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Instructions to Bidders, the Bid Schedule and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto. All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement "). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B. Owner shall furnish to the Contractor up to five (5) sets of the Contract Documents as are reasonably necessary for execution of the Work. Additional copies of the Contract Documents shall be furnished, upon request, at the cost of reproduction. Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work required by the Contract Documents. Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount "), in accordance with the terms of this Agreement: three million six hundred twenty six thousand eight hundred and forty four dollars and zero cents '- ($3,626,844.00). GC -CA -1 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10 A "I Section 4. Bonds. A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of which are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 °- Fulton Street, New York, New York 10038. Should the contract amount be less than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety. B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute another bond and surety, both of which shall be subject to the Owner's approval. Section 5. Contract Time and Liquidated Damages. A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement. The "Commencement _ Date" shall be established in the Notice to Proceed to be issued by the Project Manager. Contractor shall commence the Work within five (5) calendar days from the Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. The Work shall be substantially completed within one hundred eighty (180) calendar days from the Commencement _ Date. The date of substantial completion of the Work (or designated portions thereof) is the date certified by the Design Professional when construction is sufficiently complete, in accordance with the Contract Documents, so Owner can occupy or utilize the Work (or designated portions thereof) for _ the use for which it is intended. The Work shall reach final completion and be ready for final acceptance by Owner within two hundred ten (210) calendar days from the Commencement Date (herein "Contract Time "). B. Liquidated Damages in General. Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will suffer financial loss if the Work is not substantially completed within the time specified above, as said time may be adjusted as provided for herein. Should Contractor fail to substantially complete the Work within the number of calendar days for substantial completion established herein, Owner shall �- be entitled to assess, as liquidated damages, but not as a penalty, nine hundred eighty -four dollars and thirty -two cents ($984.32) for each calendar day thereafter until Substantial Completion is achieved. Further, in the event Substantial Completion is reached, but the Contractor fails to reach �- Final Completion, Owner shall also be entitled to assess, as liquidated damages, but not as a penalty, a sum certain per day, in the amount of four hundred ninety -two dollars and sixteen cents ($492.16), for each day after the time set for Final Completion, as set forth in paragraph four GC -CA -2 _ Bid No. 04 -3666R — Construct Public Utilities Operations Center 10 A (4) above, until Final Completion is achieved. The Project shall be deemed to be substantially completed on the date the Project Manager (or at his /her direction, the Design Professional) issues a Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of the Owner's actual damages at the time of contracting if Contractor fails to substantially or finally complete the Work in a timely manner. C. Computation of Time Periods. - When any period of time is referenced by days herein, it shall be computed to exclude the first day and include_ the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation, and the last day shall become the next succeeding day which is not a Saturday, Sunday or legal holiday. D. Determination of Number of Days of Default. For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working days, the County will count default days in calendar days. E. Conditions under which Liquidated Damages are Imposed. If the Contractor or, in case of his default, the surety, fails to complete the work within the time stipulated in the Contract for Substantial Completion, or within such extra time that the County may have granted the Contractor, or in case of his default, the surety, shall pay to the County, not as a penalty, but as liquidated damages, the amount of nine hundred eighty -four dollars and thirty -two _ cents ($984.32) per day for each day the Contractor fails to reach Substantial Completion as required under the terms of the contract. Final Completion shall occur when the contract is completed in its entirety, is accepted by the County as complete and is so stated by the County as complete. If the Contractor reaches Substantial Completion but fails to reach Final Completion, the Contractor, or in the case of his default, the surety, shall pay the sum of four hundred ninety -two _ dollars and sixteen cents ($492.16) per day for each day the Contractor fails to reach Final Completion. _ F. Right of Collection. The County has the right to apply, as payment on such liquidated damages due under the Contract by allowing the Contractor to continue and to finish the work, or any part of it, after the expiration of the Contract Time including granted time extensions. G. Allowing Contractor to Finish Work. -- The County does not waive its right to liquidated damages due under the Contract by allowing the Contractor to continue and to finish the work, or any part of it, after the expiration of the Contract Time including granted time extensions. H. Completion of Work by County. In the case of a default of the Contract by the Contractor and the completion of the work by the County, the Contractor and his surety are liable for the liquidated damages under the Contract, but the County will not charge liquidated damages for any delay in the Final Completion of the County's performance of the work due to any unreasonable action or delay on the part of the County. GC -CA -3 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10A 14 ' I. Release of Contractor's Responsibility. The County considers the Contract complete when the Contractor has completed in its entirety all of the work and the County has accepted all of the work and notified the Contractor in writing that the work is complete. The County will then release the Contractor from further obligation except as set forth in his bond and except as provided in the Contract. J. Recovery of Damages Suffered by Third Parties. When the Contractor fails to complete the work within the Contract Time or within such additional time that the County may grant, the County may recover from the Contractor amounts that the County pays for damages suffered by third parties unless the failure to timely complete the work was caused by the County's act or omission. Section 6. Exhibits Incorporated. The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement. Exhibit A: Exhibit B: Exhibit C: Exhibit D: Exhibit E: Exhibit F: Exhibit G: Exhibit H: Exhibit I: Exhibit J: Exhibit K: Exhibit L: Exhibit M: Performance and Payment Bond Forms Insurance Requirements Release and Affidavit Form Contractor Application for Payment Form Change Order Form Certificate of Substantial Completion Form Final Payment Checklist General Terms and Conditions Supplemental Terms and Conditions Technical Specifications Permits Standard Details (if applicable) Plans and Specifications prepared by Victor J. Latavish, Architect and identified as follows: Construct Public Utilities Operations Center as shown on Plan Sheets 1 thorugh 49. Section 7. Notices A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be shall be deemed duly served if delivered by U.S. Mail, E -mail or Facsimile, addressed to the following: Harry Huber, Senior Project Manager Public Utilities Engineering Department 3301 Tamiami Trail East Naples, Florida 34112 Telephone: 239 - 530 -5341 Fax: 239 - 530 -5378 E -mail: harryhuber @colliergov.net GC -CA -4 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10A d B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be made in writing and shall be deemed duly served if delivered by U.S. Mail, E -mail or Facsimile, addressed to the following: Cabot L. Dunn, Jr., President Lodge Construction, Inc. — 2161 -A McGregor Boulevard Ft. Myers, Florida 33901 Telephone: 239 - 332 -4371 Fax: 239 - 332 -0218 C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. Section 8. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it. Section 9. Successors and Assigns. Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties to the Agreement. Section 10. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. Section 11. No Waiver. The failure of the Owner to enforce at any time or for any period of time any one or more of the provisions of the Agreement shall not be construed to be and shall not be a waiver of any such provision or provisions or of its right thereafter to enforce each and every such provision. Section 12. Entire Agreement. Each of the parties hereto agrees and represents that the Agreement comprises the full and entire -' agreement between the parties affecting the Work contemplated, and no other agreement or understanding of any nature concerning the same has been entered into or will be recognized, and that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be -' deemed merged in, integrated and superseded by the Agreement. Section 13. Severability. Should any provision of the Agreement be determined by a court to be unenforceable, such a determination shall not affect the validity or enforceability of any other section or part thereof. GC -CA -5 Bid No. 04 -3666R — Construct Public Utilities Operations Center Section 14. Chan a Order Authorization. 10A � The Project Manager shall have the authority on behalf of the Owner to execute all change orders to the Agreement to the extent provided for under the County's Purchasing Policy and accompanying administrative procedures. Section 15. Construction. Any doubtful or ambiguous language contained in this Agreement shall not be construed against the party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in a contractual term which appears on its face to have been inserted for the benefit of one of the parties shall be construed against the benefited party) shall not be applied to the construction of this Agreement. Section 16. Order of Precedence In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Construction Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict obligation under the Contract Documents upon the Contractor. GC -CA -6 Bid No. 04 -3666R — Construct Public Utilities Operations Center below JOA IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated TWO WITNESSES: u m Jl� IV FIRST WITNESS 1�c�Yt iY� c Type /Print Name SECOND Wk�NE S Type /Print Name Date: - ATTEST: %� !3 Dwight E. Brocki�rk' 4µ €+ G. M ff T t Attost as to' Chaff signature yo `� $ Approved As To FKm i an�J'l eaal SL Soo t'reach Assistant County Attorney L" CONTRACTOR: Lodge Construction, Inc. By: Typed Name f Bidder/Title f �� Signature Affix the "(Corporate Seal }" OR type /print "(Corporate Seal)" OWNER: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY FLORIDA r BY: Commissi ner onna Fiala, Chairman GC -CA -7 __ Bid No. 04 -3666R — Construct Public Utilities Operations Center EXHIBIT A 0 A MW PUBLIC PAYMENT BOND Construction Public Utilities Operation Bid No. 04 -3666R s Center Bond No. SEIFSU0350294 KNOW ALL MEN BY THESE PRESENTS Contract No. 04 -3666R 2161 -q McGre or Blvd PRESENTS. LA e Ft. M ers FL 33901' 239 - 332 -4371 Construction Inc. International Fidelit at One Newark Center, y Insurance Company 20th F1, Newark NJ 07102' 973_624 -7200 as Principal, and are held and firmly bound to Board of Count , as Surety, located Three million six hundred twenty e Commissioners of Collier. County* (Business iiar� n y six thousand eight hundred Address) whereof we pind ourselves, + eirs, executors, personal as Oblige in the sum of jointly and severally. �$ 3�6?6,844.00 P onal representatives, successorsrand assinns t *3301 Tamiami Trail , East, Naples FL 34112; 239 - 732 -2667 assigns, WHEREAS, - Princ`pal has entered into a contract date 20�, with Oblige for ai al as e Public Utilities operations t dated Center locate accordance with drawings and specificati d as of the day of v � In a Part hereof, and is referred to as the Contract �h�ch contract is incorporatedl by reference and made THE CONDITION OF THIS BOND is that if Princi P al: Promptly makes payment to all claimants as define ' supplying principal with labor, materials a is d in Section 255.05 (1), prosecution of the work provided for in the Contract, then this �� Florida Statutes, supplies, used directly or indirectly by Principal in the force. bond is void; otherwise it remains alns in full Any changes in or under the Contract and compliance connected with the Contract or the changes do not affect Sure tii t noncom liance with any formalities The provisions of this bond are subject to tees obligatipon under this Bond. the time limitations of Section 255.05 2 . 3ond, regardless of the number of suits tha C } In no event t maybe filed by claimants. IN WITNESS WHEREOF, the above 2004, the name of eachparties have executed this. instrument this nder- signed representative, pursuant to authority of its governing - day y of party being affixed and these presents duly signed b its body. Y GC-CA-A-1 No. 04 -3666R — Construct Public Utilities Operations Center � in Signed, sealed and delivered - in the presence of: PRINCIPAL Lodge Construction, Inc. 4i�tnesses a o Wincipal NAME: D J� ITS:,' ^mss STATE OF FI ©�o►+ COUNTY OF The foregoing instrument was acknowledged before me this j _day of ij, 0 }dn Lc n 20 0- , by I kbo# L Dul", JR . as A'►z�s�c��i�+ of Q , c. , a Flol:.W, p corporation, on behalf of the corporation. Hie / e an o she is` ersonally known to mel OR has produced as identification and did (did not�a a My Commission Expires: r Terri M Vougnt 4 . NYy Commission DD062543 aFd' Expires November 30, 2005 (AFFIX OFFICIAL SEAL) ATTEST: Witnesses to Surety (Signature of Notary) NAME: (Legibly Printed) Notary Public, State of V -1c)f xD-m Commission No.: 7r->ou,,ick,4 5 SURETY: International FIdelity Insurance Company (Printed Name) One Newark Center, 20th Fl Newark NJ 07102 (Business Address (Authorized Signature) (Printed Name) GC- CA -A -2 Bid No. 04 -3666R — Construct Public Utilities Operations Center OR Witnesses TATE OF Florida ;OUNTY OF Pinellas 10A As Attorney in Fact & FL Licensed Resident Agent (Attach Power of Attorney) Kevin Wojtowicz (Printed Name) Nielson, Wojtowicz, & Associates 4400 140th Avenue, N., SUite 110 Clearwater FL 33762 (Business Address) 727- 535 -3510 (Telephone Number) �� k ( ( The foregoing instrument was acknowledged before me this -e day of So 4,r,� , 2004, by Kevin Wojtowicz , aSAttorney -in -Fact Of International FIdelity Insurance Company Surety, on behalf of Surety. He /She is personally known to me OR has produced known as identification and who did (did not) take an oath. My Commission Expires: ( ignatur kmy S. PETERS 1V01ary Public, State 01 Florida My comm. e)(G• July 30, 2007 (AFFIX OFFICIAL SEAL) Name: (Legibly Printed) Notary Public, State of: Commission No.: GC-CA-A-3 Bid No. 04 -3666R — Construct Public Utilities Operations Center n_ 10A EXHIBIT A _ PUBLIC PERFORMANCE BOND Construct Public Utilities Operations Center Bid No. 04 -3666R Bond No. SEIFSU3050294 Contract No. - 04 -3666R KNOW ALL MEN BY THESE PRESENTS: That Lodge Construction, Inc 2161 A McGregor Blvd. Ft. Myers, FL 33901; 239 - 332 -4371 as Principal, and International FIdelity Insurance Company as Surety, located at One Newark Center,, 20th Fl, Newark N•1 07102 973- 624 -7200 (Business Address) are held and firmly - bound to Board of County Commissioners of Collier County* , as Oblige in the sum of Three million six hundred w x thousand eight hundred forty four dollars and no cent- ($ 3,626,844.00 ) for the payment whereof we bond ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. *3301 Tamiami Trail.East, Naples FL 34112; 239 - 732 -2667 WHEREAS, Principal has entered into a contract dated as of the _ 3_ day of 2) 2004, with Oblige for COnstructing the Public Utilities Operations Center located at 4425 Progress Avenue & 4420 Mercantile Avenue Naples FL 34104 in accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to as the Contract. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the Contract at the times and in the manner prescribed in the Contract; and 2. Pays Oblige any and all losses, damages, costs and attorneys' fees that Oblige sustains because of any default by Principal under the Contract, including, but not limited to, all delay damages, whether liquidated or actual, incurred by Oblige; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, then this bond is void; otherwise it remains in full force. Any changes in or .:a►. f- rm -nl ;+ CC /Y11lnar PH with the un er he Contract ana compiwicu ul I lul wu11 iNuai ..I', l • J •--• • • •- •• -• -- - -- Contract or the changes do not affect Sureties obligation under this Bond. The Surety, for value received, hereby stipulates and agrees that no changes, extensions of time, alterations or additions to the terms of the Contract or other work to be performed hereunder, or the _ specifications referred to therein shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of the Contract or to work or to the specifications. GC-CA-A-4 Bid No. 04 -3666R — Construct Public Utilities Operations Center I 10 This instrument shall be construed in all respects as a common law bond. It is expressly - understood that the time provisions and statute of limitations under Section 255.05, Florida Statutes, shall not apply to this bond. r_ In no event will the Surety be liable in the aggregate to Oblige for more than the penal sum of this Performance Bond regardless of the number of suits that may be filed by Oblige. IN WITNESS WHEREOF, the above parties have executed this instrument this sue_ day of '-')j -rgx 6 : , 2004, the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Signed, sealed and delivered in the presence of: PRINCIPAL Lodge Construction, In . / i BY: ._ itnesses as t ri ipal NAME: C� L, D Uivr J ITS: _ .J"�i^,� STATE OF V-kc Rtc)Fa COUNTY OF y.ef, The foregoing instrument was acknowledged before me this a3) day of `J� n -Id , 2004, by X16:$ L. +�un�� Jcz , as ^ 1�- 1e6iC'I�nt of x Clu,q, Inc, a_ P i c g j)N corporation, on behalf of the co poration. �- is personally known to mei OR has produced an oath. as identification and did (did not) take �vyr P Terri M. nought My Commission DD08254. Y Va,j Expires November 30, 2005 (AFFIX OFFICIAL SEAL) (Signature) Name: i �Lf-et on • '&,:.,A14 (Legibly Printed) ` Notary Public, State of: G -kop -t o" Commission No.: c)jD q �) GC-CA-A-5 Bid No. 04 -3666R — Construct Public Utilities Operations Center ATTEST: Witnesses as to Surety NZ Witnesses 10 SURETY: International Fidelity Insurance Company (Printed Name) One Newark Center, 20th Floor Newark NJ 07102 (Business Address) (Authorized Signature) (Printed Name) \)- j, P-- AsAttomey in Fact and FL licensed Resident Agent (Attach Power of Attorney) Kevin Wojtowicz (Printed Name) Nielson, Wojtowicz, & Associates 4400 140th Avenue N., Suite 11n Clearwater FL 33762 (Business Address) 727 - 535 -3510 (Telephone Number) STATE OF Florida COUNTY OF Pinellas (r � The foregoing instrument was acknowledged before me this ll9 day of , 2004, by Kevin Woitowicz as Attorne -in -Fact of International FIdelity Insurance Company Surety, on behalf of Surety. He /She is personally known to me OR as identification and who did (did not) take an oath. My Commission Expires: AMY S. PETERS (Signs ure) Notary Public,, State of Florida My COMM. axp, July 30, 2007 Name: Comm. Inc., DD 236305 (AFFIX OFFICIAL SEAL) (Legibly Printed) Notary Public, State of: Commission No.: GC- CA -A -6 Bid No. 04 -3666R — Construct Public Utilities Operations Center Tel (973) 624 -7200 POWER OF ATTORNEY 1 ORNEY INTERNATIONAL FIDELITY INSURANCE COMPANY HOME OFFICE: ONE NEWARK CENTER, 20TH FLOOR NEWARK, NEW JERSEY 07102 -5207 KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing laws of the State of New Jersey, and having its principal office in the City of Newark, New Jersey, does hereby constitute and appoint GLENN ARVANITIS, KEVIN WOJTOWICZ, BOB C. KNOKB Clearwater, FL. its true ana tawtul attorneys) -m -tact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or rmttusd by law, statute, rule re ulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said INTERN FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorneey ! is executed, and may be revoked, pursuant to and by authority of Article 3- Section 3, of the By -Laws adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting called and held on the 7th day of February, 1974. The President or any Vice President, Executive Vice President, Secretary or Assistant Secretary, shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and, (2) To remove, at any time, any such attorney -in -fact and revoke the authority given. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 29th day of April, 1982 of which the following is a true excerpt: Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of, attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. LLI I I �N,i IN TESTIMONY WHEREOF, INTERNATIONAL FIDELITY INSURANCE COMPANY has caused this instrument to be 1'�� PO e/ signed and its corporate seal to be affixed by its authorized officer, this 31st day of August, A.D. 1998. ._.. O SEAL �� INTERNATIONAL ELITY INSURANCE CO NY �� 904 STATE OF NEW JERSEY ifRS�, 4A� County of Essex d�fHl� Vice -Pr ident -- On this 31st day of August 1998, before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said the he is the therein described and authorized officer of the INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. OAR QL IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, New Jersey the day and year first above written. CO NOTARY O '? PUBLIC 1, 'r JERS� A NOTARY PUBLIC OF NEW JERSEY CERTIFICATION My Commission Expires Nov. 21, 2005 I, the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect - IN TESTIMONY WHEREOF, I have hereunto set my hand this day of Assistant Secretary �7ct 11 04 02:19p Lodge Construction, Inc. 239 332 0218 boa /4CORD_ CERTIFICATE OF LIABILITY INSUMNCE CSR LT LODGE-1 D'�� 10 IWDD�n /04/04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Bouchard -Fort Myers ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 6338 Presidential CT STE 202 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Myers FL 33919 DATE (MM IDI)tM LIMITS Phone:239- 489 -3232 Fax:239- 489 -1084 INSURERS AFFORDING COVERAGE NAIC4 MVMURED INSURER A: AMERISURB COMPANIES A/C 08 09088 INSURER B: BRZDccrm= ML01 as as on i 1, 606, 006-- 0 O A INSURER C: ARCx =NSURANCS CO 6 e Construction Inc 216 l400regor Blvd #B Fort Myers rL 33901 INSURER D: ZURICH NORTH AMERICA 3 INSURER E: s 100 , 000 MED EXP (Any ana person) THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUB.ECT TO ALL THE TERMS. EXCLUSIONS ARID CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR TYPE OF INSURANCE POLICY NUMBER DATE IMMIDWVY) DATE (MM IDI)tM LIMITS GENERAL LIABLrFY EACH OCCURRENCE i 1, 606, 006-- 0 O A X COMMERCIAL GENERAL LIABILITY CLAIMS WOE ® OCCUR CPP1328059 01/01/04 01/01/05 PREMISES (E—, a .) s 100 , 000 MED EXP (Any ana person) 6 5 000 PERSONAL BADVINJLIRY 61,000,DOO GENERAL AGGREGATE s2,000,000 GENT- AGGREGATE LIMIT APPLIES PER: X7 POLICY 7 PRO CT LOC PRODUCTS - COMPIOP AGO i 2,000,000 f A AUTOMOBILE LIABILITY ANY AUTO =328058 01/01/04 01/01/05 COM61NEOSINGLELINUr IEa acddx3) 61 000,000 r X ALL OWNEDALrrOS SCHEDULED AUTOS BODILY INJURY IPar person) s X X HIRED AMOS NON•OWNEDAUNS BODILY INJURY (Poraccidont) i PROPERTY DAMAGE IPar ecdderA) 6 GARAGE LIABILITY ALT'OONLY - EA ACCIDENT S ANr Auro OTHER THAN EA ACC $ AUTO OwY: AGG 6 A E7(CESSAJMBRELLA LUBILI Y X OCCUR CLAIMSMA,DE =2006606 01/15/D4 01/01/05 EACH OCCURRENCE s $5, 000 , 000 AGGREGATE s $5,000,000 i R OEDLCTIBLrz S X RETENTION $10,000 i B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTPER/EXECLITIVE OFFICERIMEMBER EXCLUDED? 1I Yes. do -fiba wwor SPECIAL PROVISIONS Wavr 83010196 01/01/04 01/01/05 x TORY LIA71T$ ER E.L. EACH ACCIDENT 61,000,000 E.L. DISEASE -EA E.titPLOYEE s 1 , 000 , 000 E.L. DISEASE - POLICY LIMIT S 1 , 000, 000 OTHER D ZURICH INSURANCE SRS9804163 08/01/04 08/01/05 BUILDERS $999,000 RISK DESCRarnm OF OPERATIONS I LOCATIONS I VEHCLES I EXCLUSIONS ADDED BY ENDORSEM ENT / SPECIAL PROVISIONS RE: PUBLIC UTILITIES OPERATION CENTER, 4425 PROGRESS AVE. i 4420 NEACANTILE AVE . , 2U► MES , FL f.c•DTtNw�7� t�w wow _ _ _ _ COLL12 3 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCEL f En BEFORE THE EXPIRATION DATE THEREOF, THE I SSUING INSURER VALL ENDEAVOR TOMAIL 30 DAYS WRITTEN COLLIER CO�7DiRIY P[TR,C.>rZN� NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHRL.L DEPT NOTICE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, 3301 E TAMIAMI TRAIL rtBAGENTS OR NAPLES rL 34112 REPRE6ENTATNE& AUTH SENTA ACORD 25 (2001 108) ID ACORD CORPORATION 7988 FY141RIT R INSURANCE REQUIREMENTS (1) The amounts and types of insurance coverage shall conform to the following minimum -- requirements with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. (2) The insurance required by this Agreement shall be written for not less than the limits specified herein or required by law, whichever is greater. - (3) Coverage's shall be maintained without interruption from the date of commencement of the work until the date of completion and acceptance of the Project by the Owner or as specified in this Agreement, whichever is longer. (4) Certificates of insurance (3 copies) acceptable to the Owner shall be filed with the Owner within ten (10) calendar days after Notice of Award is received by Contractor /Consultant/Professional. (5) The Contractor and/or its insurance carrier shall provide 30 days written notice to the Owner of policy cancellation or non - renewal on the part of the insurance carrier or the Contractor. (6) All insurance coverage's of the Contractor /Consultant/Professional shall be primary to any insurance or self insurance program carried by the Owner applicable to this Project. (7) The acceptance by Owner of any Certificate of Insurance does not constitute approval or agreement by the Owner that the insurance requirements have been satisfied or that the insurance policy shown on the Certificate of Insurance is in compliance with the requirements of this Agreement. (8) Contractor /Consultant/Professional shall require each of its subcontractors to procure and maintain, until the completion of the subcontractors work, insurance of the types and to the limits specified in this Section unless such insurance requirements for the subcontractor are expressly waived in writing by the Owner. _- (9) Should at any time the Contractor /Consultant/Professional not maintain the insurance coverage's required herein, the Owner may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage's and charge the Contractor for such coverage's purchased. The Owner shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage's purchased or the insurance company or companies used. The decision of the Owner to purchase such insurance coverage's shall in no way be construed to be a waiver of any of its rights under the Contract Documents. GC- CA -B -1 Bid No. 04 -3666R — Construct Public Utilities Operations Center "I (10) If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion of the Work or termination of the Agreement, the Contractor /Consultant/Professional shall furnish to the County, renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after to the date of their expiration. Failure of the Contractor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate the Agreement. WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY Required by this Agreement? X Yes No -- (1) Workers' Compensation and Employers' Liability Insurance shall be maintained by the Contractor /Consultant/Professional during the term of this Agreement for all employees engaged in the work under this Agreement in accordance with the laws of the State of Florida. The amounts of - such insurance shall not be less than: a. Worker's Compensation - Florida Statutory Requirements b. Employers' Liability $100,000 Each Accident $500,000 Disease Aggregate $100,000 Disease Each Employee X $1,000,000 Each Accident $1,000,000 Disease Aggregate $1,000,000 Disease Each Employee (2) The insurance company shall waive its Rights of Subrogation against the Owner and the policy shall be so endorsed. (3) United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. ❑ Applicable x Not Applicable (4) Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. ❑ Applicable x Not Applicable GC- CA -B -2 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10A" COMMERCIAL GENERAL LIABILITY Required by this Agreement? X Yes No (1) Commercial General Liability Insurance shall be maintained by the Contractor /Consultant/Professional. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property Damage including Completed Operations and Products and Completed Operations Coverage. Limits of Liability shall not be less than the following: General Aggregate $ 300,000 Products/Completed Operations Aggregate $ 300,000 Personal and Advertising Injury $ 300,000 Each Occurrence $ 300,000 Fire Damage $ 50,000 General Aggregate $ 500,000 Products /Completed Operations Aggregate $ 500,000 Personal and Advertising Injury $ 500,000 Each Occurrence $ 500,000 Fire Damage $ 50,000 X General Aggregate $1,000,000 Products/Completed Operations Aggregate $1,000,000 Personal and Advertising Injury $1,000,000 Each Occurrence $1,000,000 Fire Damage $ 50,000 (2) The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. "This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you." (3) If the General Liability insurance required herein is issued or renewed on a "claims made" basis, as opposed to the 'occurrence" form, the retroactive date for coverage shall be no later than the commencement date of the Project and shall provide that in the event of cancellation or non - renewal the Extended Reporting Period (Discovery Period) for claims shall be no less than three (3) years. (4) The Owner shall be named as an Additional Insured and the policy shall be endorsed that such coverage shall be primary to any similar coverage carried by the Owner. GC- CA -B -3 Bid No. 04 -3666R — Construct Public Utilities Operations Center w_ 10A (5) Coverage shall be included for explosion, collapse or underground property damage claims. (6) Watercraft Liability coverage shall be carried at the limits shown above if applicable to the completion of the work under this Agreement. ❑ Applicable x Not Applicable (7) Aircraft Liability coverage shall be carried at limits of $1,000,000 each occurrence if applicable to the completion of the work under this Agreement. ❑ Applicable x Not Applicable PROPERTY INSURANCE - BUILDERS RISK (1) The Owner shall purchase and maintain in a company or companies lawfully authorized to do business in the State of Florida and in Collier County, property insurance in the amount of the initial Contract Sum as well as subsequent modifications thereto for the entire Work at the site on a replacement cost basis without voluntary deductibles. Such property insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made or until no person or entity other than the Owner has an insurable interest in the property required to be covered, whichever is earlier. This insurance shall include interests of the Owner, the Contractor, Subcontractors, Sub - subcontractors and Material Suppliers in the Work. (2) Property insurance shall be on an all -risk policy form and, at the Owner's option, shall cover reasonable compensation for Professional's services and expenses required as a result of such insured loss. At the Owner's option, flood insurance will also be purchased. (3) The property insurance provided by the Owner requires minimum deductibles and the Contractor shall pay costs not covered by the deductibles. The responsibility of the Contractor for any deductible associated with the ail -risk policy described above shall be limited to a maximum of $1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents. The responsibility of the Contractor for any deductible associated with the flood insurance identified herein, if purchased by the Owner, shall be limited to a maximum of $1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents. (4) This property insurance shall cover portions of the Work stored off the site after written approval of the Owner at the value established in the approval, and also portions of the Work in transit. (5) Boiler and Machinery Insurance. The Owner shall have the option of purchasing and maintaining boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner. If purchased this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub - subcontractors in the Work. GC- CA -B-4 Bid No. 04 -3666R — Construct Public Utilities Operations Center 10A (6) Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub - subcontractors, agents and employees, each of the other, and (2) the Professional, Professional's consultants, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this exhibit or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The policies shall provide waivers of subrogation by endorsement or otherwise. (7) A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insured, as their interests may appear. AUTOMOBILE LIABILITY INSURANCE Required by this Agreement? X Yes No (1) Automobile Liability Insurance shall be maintained by the Contractor /Consultant/Professional for - the ownership, maintenance or use of any owned, non -owned or hired vehicle with limits of not less than: Bodily Injury & Property Damage - $ 500,000 X Bodily Injury & Property Damage - $1,000,000 UMBRELLA LIABILITY (1) Umbrella Liability may be maintained as part of the liability insurance of the Contractor /Consultant/ Professional and, if so, shall be in addition to and in excess of any Employers' Liability, Commercial General Liability, Automobile Liability and Professional Liability coverage's and shall include all coverage's on a "following form" basis. (2) The policy shall contain wording to the effect that, in the event of the exhaustion of any underlying coverage due to the payment of claims, the Umbrella policy will "drop down" to apply as primary insurance. (3) The General Aggregate limit, if applicable, shall apply separately to this project and the policy shall be so endorsed. GC- CA -B -5 Bid No. 04 -3666R — Construct Public Utilities Operations Center EXHIBIT C RELEASE AND AFFIDAVIT FORM COUNTY OF COLLIER ) STATE OF FLORIDA ) Before me, the undersigned authority, personally appeared _ Who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ paid, ( "Contractor') releases and waives for itself and it's subcontractors, material -men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner, dated 2004 for the period from to (2) Contractor certifies for itself and its subcontractors, material -men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, have been fully satisfied and paid. (3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly /final] Application for Payment No. M ITS: DATE: Witnesses STATE OF _ COUNTY OF CONTRACTOR President [Corporate Seal] The foregoing instrument was acknowledged before me this day of , , as of corporation, on behalf of the corporation. He /she is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: (AFFIX OFFICIAL SEAL) NAME: (Signature of Notary) (Legibly Printed) Notary Public, State of Commissioner No.: GC- CA -C -1 Bid No. 04 -3666R — Construct Public Utilities Operations Center 2004, by .a EXHIBIT D FORM OF CONTRACT APPLICATION FOR PAYMENT (County Project Manager) Bid No. (County Department) Project No. Collier County Board of County Commissioners (the OWNER) or Collier County Water -Sewer District (the OWNER) Application Date FROM: (Contractor's Representative) (Contractor's Name) (Contractor's Address) Payment Application No. for Work accomplished through the Date: RE: (Project Name) Original Contract Time: Original Contract Amount: $ Revised Contract Time: Total Change Orders to Date $ Revised Contract Amount $ Total value of Work Completed Retainage @ 10% thru[insert date] $ and stored to Date $ Retainage @ _% after [insert date] $ = Less Retainage $ Less previous payment (s) $ Percent Work completed to Date: % AMOUNT DUE THIS Percent Contract Time completed to Date % APPLICATION: $ Liquidated Damages to be Accrued $ ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been - paid for work which previous payments were issued and received from the OWNER and that current payment is now due; (4) and CONTRACTOR agrees that all overruns as shown on the monthly estimate summary shall, in fact, be added to the revised contract and shall be incorporated into a future Change Order: By CONTRACTOR: (Contractor's Name) (Signature) DATE: (Type Name & Title) (shall be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended: By Design Professional: (DP's Name) (Signature) DATE: (Type Name & Title) _. Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved: By OWNER'S Project Manager: (Signature) DATE: (Type Name and Title) GC- CA -D -1 Bid No. 04 -3666R — Construct Public Utilities Operations Center � O Q U U A � % Q § CD t O q D A2 a_ k U i � k k k 3 uo - § aQQ S 2§I e�L ©■ @� ■�� (w k[ �- %0 © $/ _§ {f 23 2z 2£ ]LL 7k ■e 22 §a §§ $M 0.§ §/ B k LU w a� ■� f2 o 'L k/ 2 Dad kf � - 0� \k �2 a8 [2 L: to { 2 b & LU 0 kW (D - o IL / ® w LU LU 3 2� °■ �2 a. - a)f « w§ 2� k0 // =f " to � Oo� CL &0 2 #© § f- /£ E to k « § / 2 e 3_2 / }�§ CL o § if£ � § ■§ §tea �z ik � O Q U U A � % Q § CD t O q D A2 a_ k U i � k k k 3 EXHIBIT E 10A CHANGE ORDER CHANGE ORDER NO. CONTRACT NO. TO: DATE: PROJECT NAME: PROJECT NO.: Under our AGREEMENT dated 2004. You hereby are authorized and directed to make the following change(s) in accordance with terms and conditions of the Agreement: FOR THE (Additive) (Deductive) Sum of: Original Agreement Amount $ Sum of Previous Changes $ This Change Order (Add) (Deduct) $ Present Agreement Amount $ The time for completion shall be (increased /decreased) by calendar days due to this Change Order. Accordingly, the Contract Time is now (_) calendar days. The substantial completion date is and the final completion date is Your acceptance of this Change Order shall constitute a modification to our Agreement and will be performed subject to all the same terms and conditions as contained in our Agreement indicated above, as fully as if the same were repeated in this acceptance. The adjustment, if any, to the Agreement shall constitute a full and final settlement of any and all claims of the Contractor arising out of or related to the change set forth herein, including claims for impact and delay costs. Accepted: , 2004 CONTRACTOR: OWNER: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA By: By: DESIGN PROFESSIONAL By: GC- CA -E -1 Bid No. 04 -3666R — Construct Public Utilities Operations Center �0A EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. ENGINEER'S Project No. -- PROJECT: m CONTRACTOR Contract For Contract Date This Certificate of Substantial completion applies to all Work under the Contract documents or to the following specified parts thereof: To _ OWNER And -- To The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the contract documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all- inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. EJCDC NO. 1910 -8 -D (1993 Edition) Prepared by the Engineers Joint Contract documents Committee and endorsed by The Associated General Contractors of America. Reprinted 5/85 GC- CA -F -1 Bid No. 04 -3666R — Construct Public Utilities Operations Center The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, ullfitieO A insurance and warranties shall be as follows: RESPONSIBILITIES: OWNER: CONTRACTO - 11v 1- 1-11iy uu-11 -ms dre dudumu Lu dnu endue apart of inis uerimcate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on 2004 Design Professional By. Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on 12004 CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on , 2004 OWNER By: Type Name and Title GC- CA -F -2 Bid No. 04 -3666R — Construct Public Utilities Operations Center Bid No.: _ Contractor: EXHIBIT G FINAL PAYMENT CHECKLIST Project No.: The following items have been secured by the for the Project known as Date: 10A I 2004 and have been reviewed and found to comply with the requirements of the Contract Documents. Original Contract Amount: Commencement Date: Substantial Completion Time: Final Completion Time: Final Contract Amount: Calendar Days. Calendar Days. YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to County (attach to this form). 3. Effective date of General one year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). 5. Record drawings obtained and dated: 6. County personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: issued on (attach to this form). 8. Certificate of Substantial Completion issued on 9. Final Payment Application and Affidavits received from Contractor on: 10. Consent of Surety received on 11. Operating Department personnel notified project is in operating phase. 12. Other: If any of the above are not applicable, indicate by N /A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: By Owner: CG- CA -G -1 Bid No. 04 -3666R — Construct Public Utilities Operations Center (Company Name) (Signature) (Typed Name & Title) (Department Name) (Signature) (Name & Title) EXHIBIT H GENERAL TERMS AND CONDITIONS ®A f 1. INTENT OF CONTRACT DOCUMENTS. 1.1. It is the intent of the Contract Documents to describe a functionally complete project (or portion thereof) to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications, manuals or codes of any technical society, organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein. 1.2. If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents, Contractor immediately shall report same to the Project Manager in writing and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Project Manager. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 1.3. Drawings are intended to show general arrangements, design and extent of Work and are not intended to serve as shop drawings. Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions, Contractor shall be required to comply with the provision which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any portion of the Work to make a complete, serviceable, finished and first quality installation shall be furnished and installed as part of the Work, whether or not called for by the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1. Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions, and particularly, but without limitation, with respect to the following: those affecting transportation, access, disposal, handling and storage of materials; availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities; GC- CA -H -1 QA climatic conditions and seasons; physical conditions at the work -site and the pro ct area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 2.2. Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub - Section 2.2 as the "Utilities ". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as described in other places of the contract documents). 3. SCHEDULE. 3.1. The Contractor, within ten (10) calendar days after receipt of the Notice of Award, shall prepare and submit to Project Manager, for their review and approval, a progress schedule for the Project (herein "Progress Schedule "). The Progress Schedule shall relate to all Work required by the Contract Documents, and shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule shall indicate the dates for starting and completing the various stages of the Work. 3.2. The Progress Schedule shall be updated monthly by the Contractor. All monthly updates to the Progress Schedule shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Progress Schedule with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Progress Schedule updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed within the requirements of the Collier County Noise Ordinance 93 -77, Amended by 96 -29 and Article 1, Division 1.5, Section 1.5.5 of the Collier County Land Development Code. Unless otherwise specified, work will generally be limited to the hours of 7:00 a.m. to 7:00 p.m., Monday through Saturday. No work shall be performed outside the specified hours without the prior approval of the Project Manager. GC- CA -H -2 4. PROGRESS PAYMENTS. 10 A ` ""11. 4.1. Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project Manager, for their review and approval, a schedule of values based upon the Contract Price, listing the major elements of the Work and the dollar value for each element. After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment. This schedule shall be updated and submitted each month to the Project Manager along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D. 4.2. Prior to submitting its first monthly Application for Payment, Contractor shall submit to -the Project Manager a complete list of all its proposed subcontractors and material -men, showing the work and materials involved and the dollar amount of each proposed subcontract and purchase order. The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date. 4.3. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location agreed to by the Owner in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. 4.4. Contractor shall submit six (6) copies of its monthly Application for Payment to the Project Manager. Within ten (10) calendar days after receipt of each Application for Payment, the Project Manager shall either: (1) indicate its approval of the requested payment; (2) indicate its approval of only a portion of the requested payment, stating in writing its reasons therefor; or (3) return the _.. Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices shall be processed in accordance with Section 218.70, F.S. and the administrative procedures established by the County's Purchasing and Finance Departments respectively. In the event of a total denial and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re- submit the Application for Payment. The Owner shall, within thirty (30) calendar days after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. 4.5. Owner shall retain ten percent (10 %) of the gross amount of each monthly payment request or ten percent (10 %) of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated and not GC- CA -H -3 released to Contractor until final payment is due unless otherwise agreed to by 4$e Owner. The Project Manager shall have the discretion to establish, in writing, a A schedule to periodically reduce the percentage of cumulative retainage held through out the course of the project schedule. Collier County shall reserve the right to reduce the amount of the retainage witheld subject to the guidelines as set forth in the County's Purchasing Policy. 4.6. Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's work. 4.7. Each Application for Payment, subsequent to the first pay application, shall be accompanied by a Release and Affidavit, in the form attached as Exhibit C, showing that all materials, labor, equipment and other bills associated with that portion of the Work payment is being requested on have been paid in full. For all payments subsequent to the first payment, the Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.8. Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting its first monthly Application for Payment, Contractor shall prepare and submit for Project a_ Manager's review and approval, a detailed Project Funding Schedule, which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Contractor as set forth in the approved Project Funding Schedule. 4.9. Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is enclosed in the agreement and labeled Exhibit G. 5. PAYMENTS WITHHELD. 5.1. The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non - compliance with the contract documents. The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: (a) defective Work not remedied; (b) third party claims filed or reasonable evidence indicating probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (e) GC- CA -H -4 10A if reasonable indication that the Work will not be completed within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents, and, after three (3) days written notice, rectify the same at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non - liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 6. FINAL PAYMENT. 6.1. Owner shall make final payment to Contractor within thirty (30) calendar days after the Work is finally inspected and accepted by Project Manager in accordance with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly executed copy of the Sureties consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. - 6.2. Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing and identified by Contractor as unsettled at the time of the final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 7. SUBMITTALS AND SUBSTITUTIONS. 7.1. Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 7.2. Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice of Award is received by Contractor. GC- CA -H -5 JOA 7.3. If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4. If a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to -- and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 7.5. The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which shall be evidenced by either a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. The Project Manager will record time required by the Project Manager and the Project Manager's consultants in evaluating substitutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse Owner for the charges of the Design Professional and the Design Professional's consultants for evaluating each proposed substitute. 8. DAILY REPORTS, AS- BUILTS AND MEETINGS. 8.1. Unless waived in writing by Owner, Contractor shall complete and submit to Project Manager on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: GC- CA -H -6 10A 0 8.1.1. Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other . weather conditions which adversely affect the Work; 8.1.2. Soil conditions which adversely affect the Work; 8.1.3. The hours of operation by Contractor's and Sub - Contractor's personnel; 8.1.4. The number of Contractor's and Sub - Contractor's personnel present and working at the Project site, by subcontract and trade; 8.1.5. All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6. Description of Work being performed at the Project site; 8.1.7. Any unusual or special occurrences at the Project site; 8.1.8. Materials received at the Project site; 8.1.9. A list of all visitors to the Project 8.1.10. Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Y- Contractor to Owner pursuant to the Contract Documents. 8.2. Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and Field Orders, and all concealed and buried installations of piping, conduit and utility services. All buried and concealed items, both inside and outside the Project site, shall be ® accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (e.g. interior or exterior wall faces). The annotated drawings shall be clean and all changes, corrections and dimensions shall be given in a 4 neat and legible manner in a contrasting color. The "As- Built' record documents, together with all approved samples and a counterpart of all approved shop drawings GC- CA -H -7 1O shall be available to the Project Manager or Design Professional for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As- Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. 8.3. Contractor shall keep all records and supporting documentation which concern or relate to the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed, whichever is later. Owner, or any duly authorized agents or representatives of Owner, shall have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the five (5) year period noted _ above; provided, however, such activity shall be conducted only during normal business hours. 9. CONTRACT TIME AND TIME EXTENSIONS. 9.1. Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material -men, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 9.2. Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty -eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 9.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the right to seek an extension to the Contract Time; provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as to claims based on late completion. GC- CA -H -8 10. CHANGES IN THE WORK. 10.1. Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. 10.2. A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall mutually agree. 10.3. If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had. 10.4. In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor and material costs and reasonable actual equipment costs as a result of the change (including allowance for labor burden costs) plus a maximum ten percent (10 %) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor, a maximum ten percent (10 %) markup for all overhead and profit for all Subcontractors' and sub - subcontractors' direct labor and material costs and actual equipment costs shall be permitted, with a maximum five percent (5 %) markup thereon by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen percent (15 %). All compensation due Contractor and any Subcontractor or sub - subcontractor for field and home office overhead is included in the markups noted above. Contractor's and Sub - Contractor's bond costs associated with any change order shall be included in the overhead and profit expenses and shall not be paid as a separate line item. 10.5 Owner shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change Order. GC- CA -H -9 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Contractor. 11. CLAIMS AND DISPUTES. 11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the party making the Claim. 11.2. Claims by the Contractor shall be made in writing to the Project Manager within forty -eight (48) hours after the first day of the event giving rise to such Claim or else the Contractor shall be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed to have waived the Claim. Claims not settled by the aforesaid procedure, shall be resolved according to the Dispute Resolution Procedure copies of which are available in the County Attorney's Office or Purchasing Department. All claims shall be priced in accordance with the provisions of Subsection 10.4. 11.3. The Contractor shall Owner, regardless of any unless otherwise agreed to payments in accordance w Claim. 12. OTHER WORK. proceed diligently with its performance as directed by the pending Claim, action, suit or administrative proceeding, by the Owner in writing. Owner shall continue to make ith the Contract Documents during the pendency of any 12.1. Owner may perform other work related to the Project at the site by Owner's own forces, have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents, written notice thereof will be given to Contractor prior to starting any such other work. If Contractor believes that such performance will involve additional expense to Contractor or require additional time, Contractor shall send written notice of that fact to Owner and Design Professional within forty -eight (48) hours of being notified of the other work. If the Contractor fails to send the above required forty-eight (48) hour notice, the Contractor will be deemed to have waived any rights it otherwise may have had to seek an extension to the Contract Time or adjustment to the Contract Amount. 12.2. Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity GC- CA -H -10 10 A for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 12.3. If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 13.1 INDEMNIFICATION. The ContractorNendor, in consideration of One Hundred Dollars ($100.00), the receipt and sufficiency of which is accepted through the signing of this document, shall hold harmless and defend Collier County and its agents and employees from all suits and actions, including attorneys' fees and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of this contract or work performed thereunder. This provision shall also pertain to any claims brought against the County by any employee of the named Contra ctorNendor, any Subcontractor, or anyone directly or indirectly employed by any of them. The Contractor / Vendor's obligation under this provision shall not be limited in any way by the agreed upon contract price as shown in this Contract or the ContractorNendor's limit of, or lack of, sufficient insurance protection. The first One Hundred Dollar; ($100.00) of money received on the contract price is considered as payment of this obligation by the County. 13.2 This section does not pertain to any incident arising from the sole negligence of Collier County. 13.3. Contractor shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in Exhibit B to the Agreement. Further, the Contractor shall at all times comply with all of the terms, conditions, requirements and obligations set forth under Exhibit B. GC- CA -H -11 10A 14. COMPLIANCE WITH LAWS. 14.1. Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. 15. CLEANUP AND PROTECTIONS. 15.1. Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris, rubbish and waste materials from and about the Project site, as well as all tools, appliances, construction equipment and machinery and surplus materials, and shall leave the Project site clean and ready for occupancy by Owner. 15.2. Any existing surface or subsurface improvements, including, but not limited to, pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicated in the Contract Documents to be removed or altered, shall be protected by - Contractor from damage during the prosecution of the Work. Any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. 16. ASSIGNMENT. `- 16.1. Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the County's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward Owner. 17. PERMITS, LICENSES AND TAXES. 17.1. Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable to the work through an internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier County, but is responsible for acquiring all permits. Owner may require the Contractor to deliver internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. 17.2. All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. GC- CA -H -12 1QA 17.3. Contractor shall pay all sales, consumer, use and other similar taxes associa with the Work or portions thereof, which are applicable during the performance of the Work. 18. TERMINATION FOR DEFAULT. 18.1. Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the - - -- approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails to resume Work which has been suspended within a reasonable time after being notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to obey any applicable codes, laws, ordinances, rules or regulations with respect to the Work; or (10) materially breaches any other provision of the Contract Documents. 18.2. Owner shall notify Contractor in writing of Contractor's default(s). If Owner determines that Contractor has not remedied and cured the default(s) within seven (7) calendar days following receipt by Contractor of said written notice, then Owner, at its option, without releasing or waiving its rights and remedies against the Contractor's sureties and without prejudice to any other right or remedy it may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the Agreement, in whole or in part, and take possession of all or any portion of the Work and any materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever means, method or agency which Owner, in its sole discretion, may choose. 18.3. If Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not be entitled to receive any further payments hereunder until after the Project is completed. All moneys expended and all of the costs, losses, damages and extra expenses, including all management, administrative and other overhead and other direct and indirect expenses (including Design Professional and attorneys' fees) or damages incurred by Owner incident to such completion, shall be deducted from the Contract Amount, and if such expenditures exceed the unpaid balance of the Contract Amount, Contractor agrees to pay promptly to Owner on GC- CA -H -13 demand the full amount of such excess, including costs of collection, attorne f A (including appeals) and interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of the Contract Amount exceeds all such costs, expenditures and damages incurred by the Owner to complete the Work, such excess shall be paid to the Contractor. The amount to be paid to the Contractor or Owner, as the case may be, shall be approved by the Project Manager, upon application, and this obligation for payment shall survive termination of the Agreement. 18.4. The liability of Contractor hereunder shall extend to and include the full amount of any and all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by Owner in good faith under the belief that such payments or assumptions were necessary or required, in completing the Work and providing labor, materials, equipment, supplies, and other items therefor or re- letting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. 18.5. If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is determined for any reason that Contractor was not in default, or that its default was excusable, or that Owner is not entitled to the remedies against Contractor provided herein, then Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Section 19 below. 19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION. - 19.1. Owner shall have the right to terminate this Agreement without cause upon seven (7) calendar days written notice to Contractor. In the event of such termination for convenience, Contractor's recovery against Owner shall be limited to that portion of -- the Contract Amount earned through the date of termination, together with any retainage withheld and reasonable termination expenses incurred, but Contractor shall not be entitled to any other or further recovery against Owner, including, but not limited to, damages or any anticipated profit on portions of the Work not performed. 19.2. Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended, Contractor's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20. COMPLETION. 20.1. When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the GC- CA -H -14 entire Work or such designated portion) is substantial) complete. 1 O A ( 9 P ) Y P te. W�thm a reasonable time thereafter, Owner, Contractor and Design Professional shall make an inspection of the Work (or designated portion thereof) to determine the status of completion. If Owner, after conferring with the Design Professional, does not consider the Work (or designated portion) substantially complete, Project Manager shall notify Contractor in writing giving the reasons therefor. if Owner, after conferring with the Design Professional, considers the Work (or designated portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate of Completion (substantial or final Certificate of Completion) which shall fix the date of Substantial Completion for the entire Work (or designated portion thereof) and include a tentative punch -list of items to be completed or corrected by Contractor before final payment. Owner shall have the right to exclude Contractor from the Work and Project site (or designated _._ portion thereof) after the date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the tentative punch -list. 20.2. Upon receipt of written certification by Contractor that the Work is completed in accordance with the Contract Documents and is ready for final inspection and acceptance and upon receipt of a final Application for Payment, Project Manager and Design Professional will make such inspection and, if they find the Work acceptable and fully performed under the Contract Documents shall promptly issue a final Certificate for Payment, recommending that, on the basis of their observations and inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) The Release and Affidavit in the form attached as Exhibit C. (2) Consent of surety to final payment. (3) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the Design Professional may have issued its recommendations. Unless and until the Owner is completely satisfied, neither the final payment nor the retainage shall become due and payable. 21. WARRANTY. 21.1. Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any material -men supplying materials, equipment or fixtures to be incorporated into the Project. Contractor warrants to Owner that any GC- CA -H -15 materials and equipment furnished under the Contract Documents shall be new unIsO A otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further warrants to Owner that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after substantial completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. These warranties are in addition to those implied warranties to _. which Owner is entitled as a matter of law. 21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or any other representative of the Owner, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement. The Contractor's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection. Failure of the Contractor to correct the cited deficiencies shall be grounds for the County to disqualify the Contractor from future County bid opportunities. 22. TESTS AND INSPECTIONS. 22.1. Owner, Design Professional, their respective representatives, agents and employees, and governmental agencies with jurisdiction over the Project shall have access at all times to the Work, whether the Work is being performed on or off of the Project site, for their observation, inspection and testing. Contractor shall provide proper, safe conditions for such access. Contractor shall provide Project Manager with timely notice of readiness of the Work for ail required inspections, tests or approvals. 22.2. If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public authority having jurisdiction over the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish Project Manager the required certificates of inspection, testing or approval. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. 22.3. If any Work that is to be inspected, tested or approved is covered without written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's intention to cover the same and Project Manager has not acted with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation and be replaced at Contractor's sole expense. GC- CA -H -16 10 A IT 22.4. The Owner shall charge to Contractor and may deduct from any payments due Contractor all engineering and inspection expenses incurred by Owner in connection with any overtime work. Such overtime work consisting of any work during the construction period beyond the regular eight (8) hour day and for any work performed on Saturday, Sunday or holidays. 22.5. Neither observations nor other actions by the Project Manager or Design Professional nor inspections, tests or approvals by others shall relieve Contractor from _ Contractor's obligations to perform the Work in accordance with the Contract Documents. 23. DEFECTIVE WORK. 23.1. Work not conforming to the requirements of the Contract Documents or any - -- warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, Contractor shall as directed, either correct all defective Work, whether or not fabricated, installed or completed, or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non - defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including, but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby, and shall hold Owner harmless for same. 23.2. If the Project Manager consider it necessary or advisable that covered Work be observed by Design Professional or inspected or tested by others, Contractor, at Project Manager's request, shall uncover, expose or otherwise make available for observation, inspection or tests as Project Manager may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects, attorneys and other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and /or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. 23.3. If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Project Manager may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Project Manager to stop the Work shall not give rise to any duty on the part of Owner or Project Manager to exercise this right for the benefit of Contractor or any other party. GC- CA -H -17 10 A 23.4. Should the Owner determine, at its sole opinion, it is in the Owner's best interest to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect and consequential costs attributable to the Owner's evaluation of and determination to accept defective Work. If such determination is rendered prior to final payment, a Change Order shall be executed evidencing such acceptance of such defective Work, incorporating the necessary revisions in the Contract Documents and reflecting an appropriate decrease in the Contract Amount. If the Owner accepts such defective Work after final payment, Contractor shall promptly pay Owner an appropriate amount to adequately compensate Owner for its acceptance of the defective Work. 23.5. If Contractor fails, within a reasonable time after the written notice from Project Manager, to correct defective Work or to remove and replace rejected defective Work as required by Project Manager or Owner, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any of the provisions of the Contract Documents, Owner may, after seven (7) days written notice to Contractor, correct and remedy any such deficiency. To the extent necessary to complete corrective and remedial action, Owner may exclude Contractor from any or all of the Project site, take possession of all or any part of the Work, and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Project site and incorporate in the Work all materials and equipment stored at the Project site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design Professional and their respective representatives, agents, and employees such access to the Project site as may be necessary to enable Owner to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs of Owner in exercising such rights and remedies shall be charged against Contractor, and a Change Order shall be issued, incorporating the necessary revisions to the Contract Documents, including an appropriate decrease to the Contract Amount. Such direct, indirect and consequential costs shall include, but not be limited to, fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTENDENTS. 24.1. Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be w_ replaced without prior written notice to Project Manager except under extraordinary GC- CA -H -18 10 A circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its Project superintendent, with or without cause. 24.2 Contractor shall have a competent superintendent on the project at all times whenever contractor's work crews, or work crews of other parties authorized by the Project Manager are engaged in any activity whatsoever associated with the Project. Should the contractor fail to comply with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages described in Section 5.13, for services not rendered. 25. PROTECTION OF WORK. 25.1. Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made. If Contractor or any one for whom Contractor is legally liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same, and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. 25.2. Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 25.3. Contractor shall not disturb any benchmark established by the Owner or Design Professional with respect to the Project. If Contractor, or its subcontractors, agents or anyone for whom Contractor is legally liable, disturbs the Owner or Design Professional's benchmarks, Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re- establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGENCIES. 26.1. In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty -eight (48) hours after the occurrence of the emergency, if GC- CA -H -19 JOA Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty -eight (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27. USE OF PREMISES. 27.1. Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting - from the performance of the Work. 28. SAFETY. 28.1. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 28.1.1. All employees on or about the project site and other persons and /or organizations who may be affected thereby; 28.1.2. All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3. Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 28.2. Contractor shall comply with all applicable codes, laws, ordinances, rules and regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. GC- CA -H -20 28.3. Contractor shall designate a responsible representative at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre- construction conference with the Project Manager, Design Professional and others as appropriate to discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional. The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre- construction conference) as may be directed by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION Collier County has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion /termination of agreement. 31. MAINTENANCE OF TRAFFIC POLICY For all projects that are conducted within a Collier County Right -of -Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportations Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and /or Purchasing Departments, and is available on -line at colliergov.net/purchasing. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the MOT policy will be enforced under this Contract. All costs associated with the Maintenance of Traffic shall be included on the line item on the bid proposal page. If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice of Award. GC- CA -H -21 31. DIRECT PURCHASE 10A 0 9 s 32.1 The County reserves the right to require Contractor to assign some or all of its agreements with material suppliers directly to the County. Any such goods and/or materials purchased by the County pursuant to such an assignment of a material supply agreement shall be referred to as "County Furnished Materials" and the responsibilities of both the County and the Contractor relating to said materials shall be governed by the terms and conditions of this (choose one) Bid /RFP /Agreement which shall take precedence over other conditions and terms of this (choose one) Bid /RFP /Agreement where inconsistencies or conflicts exist. Additionally, the County; at it's sole option; may choose to purchase some or all of the goods and /or materials from other suppliers. In either instance the County may require the following information from the Contractor: A. Required quantities of material. B. Specifications relating to goods and /or materials required for job including brand and/or model number or type if applicable C. Pricing and availability of goods and /or materials provided under Contractor's agreements with material suppliers -- 31.2 Purchasing Upon receipt of a proper requisition (including appropriate backup material(s), the Purchasing Department shall issue a Purchase Order for the material required. Each Purchase Order shall contain the County's certificate of exemption number. The Purchase order shall be given to the Project Manager for completion of the ordering process. Unless the following items were included in the quote provided by the vendor to the Project Manager, the Purchase Order shall also provide for reimbursement of the cost to the supplier for: A. Shipping and handling B. Insurance costs C. Performance Bond 31.3 General Terms and Conditions A. Contractor shall be required to maintain records of all County- furnished materials that it incorporates into the project from the stock of County - furnished materials in its possession. Such records shall be furnished monthly to the Project Manager or their designee and shall include information on materials that have 1. Been delivered into the Contractor's possession and/or 2. been incorporated into the project. B. Notwithstanding the transfer of County- furnished materials by the County to the Contractor's possession, the County shall retain legal and equitable title to any and all County- furnished materials. GC- CA -H -22 C. The transfer of possession of County- furnished materials from the C o the Contractor shall constitute a bailment for the mutual benefit of the County and the Contractor. The County shall be considered the bailor, and the Contractor the bailee for the County- furnished materials. County- furnished materials shall be considered returned to the County for purposes of their bailment at such time as they are incorporated into the Project. D. The County shall purchase and maintain insurance sufficient to protect against any loss or damage to County- furnished materials. Such insurance shall cover the replacement cost of any County- furnished materials not yet incorporated into the Project during the period between the time the County first takes title to any such materials and the time when the last of said materials are incorporated into the project. E. The County shall in no way be liable for any interruption or delay in the project, for any defects or other problems with the project, or for any additional costs resulting from any delay in the delivery of, or defects in, County- furnished materials, except in the event of the County's gross negligence or willful misconduct. F. Nothing herein contained shall create or be construed as creating a partnership between the County and the Contractor or to constitute the Contractor as an agent of the County. GC- CA -H -23 EXHIBIT I SUPPLEMENTAL TERMS AND CONDITIONS 1. ALLOWANCES JOA Included within the Bid Tabulation is an Allowance for various elements of the work that, although engineered, may likely encounter unforeseen conditions, some of a public health and safety nature. The Owner has determined these allowances and considers them reasonable budgetary estimates to promptly manage unforeseen conditions, including those of a public health and safety nature. Allowances may not fully represent the actual cost of work in connection with unforeseen conditions. If the cost of work exceeds the Allowance amount, the Contractor shall not proceed with the work until authorization for such additional cost is approved in writing by the Owner. The Allowance in this bid package may be used for changes or additions to the requirements as determined by authorities having jurisdiction, or for cost increased caused by delay of award of contract beyond sixty (60) days. The use of any Allowance funds requires written authorization by the Owner and Design Professional. The Contractor shall not propose the use of Allowance funds for work included in the Contract Documents, or any work that may be reasonably inferred from the Contract Documents. The Contractor shall provide a complete proposal listing all labor, materials, expenses, and profit, and shall not proceed with any extra work without obtaining prior written authorization of items approved as Allowance work. m 2. By submission of the proposal form, the bidder acknowledges receipt of all drawings listed on cover sheet C -1, all specifications listed in Section 00005 Table of Contents and all contract documents. 3. Owner will pay all impact fees, permit fees and inspection fees. 4. Contractor shall pay for all temporary services (e.g., water, electric, etc.) GC- CA -1 -1 EXHIBIT J TECHNICAL SPECIFICATIONS COLLIER COUNTY VERTICAL STANDARDS 00810 Collier County Vertical Standards 1. Add the following Vertical Standards Sections (enclosed): a. 13851 Fire Alarm b. 13916 Fire Suppression Sprinklers c. 14200 Elevators 2. Add "Provide one Automated External Defibrillator (AED) with first aid cabinet, oxygen, and cctv camera at rooms NE 118 adjacent to elevator, NW 107 adjacent to FE, SE 101 adjacent to FEC, and SE 116A adjacent to FEC. AED shall be manufactured by Medtronics Physio - Control Corp., with alarm and camera tied into Building W Control Room using the Pegasys alarm system. Installation shall include all labor, equipment, materials, wiring, and accessories required for a complete and proper installation in accordance with Vertical Standards `Revision H'. All equipment, wiring, controls, etc., shall be coordinated and compatible with the existing Johnson Controls system." 3. Add "Provide one emergency call box at exterior entrances to each of the following rooms: NE 100, SE101, SE102, SE 116A, NW100, SW 107. Call boxes shall be "Code Blue" Model #CB 3000 -D, complete with wiring and connections for a complete and proper installation including monitoring at Facilities Control Room in Building W; program new speaker units to connect to Code Blue computer at the Control Room. 1030 Alternates 1. Cost of Section 00810 items #2 and #3 listed above shall be included as part of deduct Alternate 3. 2. Add Alternate 4: "Remove and replace all existing fire rated partitions, and, remove and replace all existing gypsum board, insulation, and furring at existing cmu walls. Replacement studs and furring shall be galv. metal, all assemblies and penetrations shall be protected in accordance with approved UL details." 08331 Overhead Coiling Doors 1. Delete 1.3.A. 1. and substitute "Refer to Sheet S -1 for wind design pressures." 08410 Aluminum Entrances and Storefronts Delete 1.3.D. 4. and substitute "Refer to Sheet S -1 for wind design pressures" GC- CA -J -1 JOA 'A 08716 Door Hardware Schedule 1. Add schedule (attached) 09511 Acoustical Panel Ceilings 1. Add 1.4 C., "Provide 1 -hr rated ceiling where scheduled" 2. Add 1.4 D., "Provide hold down clips at Room NE 211 and where required by UL" 10155 Toilet Compartments 1. Add "subject to compliance with the requirements of the specifications, Partition Systems Inc., and Columbia Partitions are added as approved manufacturers." 10505 Metal Lockers 1. Item 2.3.E; Add "or manufacturers standard recessed handle and latch with provisions for padlock" 2. Item 2.3.C.2.a.; Add "or diamond shaped perforations" 10520 Fire Protection Specialties 1. Revise item 2.2 B. to size "3A -40BC, typical at all FE and FEC locations" 2. Add item 2.2. C. "Provide Class K 6 -liter FE -K at rooms NE124 and NW202." 12484 Floor Matts and Frames 1. Add approved equal mfrs. "Pawling Corporation" Pro -Tek Model RG -200 rigid aluminum matt. GC- CA -J -2 SPECIFICATIONS L ® A 10505 Metal Lockers; "Solid HDPE lockers manufactured by Santana are approved equal' 10425 Signs; Add sign schedule (enclosed) 12484 Floor Matts and Frames, Add "KDVP Aluminum Entrance Grid" as approved equal 1 0� 13851 -FIRE ALARM A. Provide a complete Fire Alarm system where required by Code or Ordinance. Refer to Division One for General Requirements, Codes, and Standards, including FBC and NFPA codes. r B. Comply with the requirements of NFPA 72, National Fire Alarm Code for all work related to the design and installation of the system. The Engineer of Record shall review and approve the installers shop drawings prior to permit application. C. The fire control panel shall be an addressable fire panel that is ULFM listed. A triple dialer with 3 phone lines coming from the fire panel is required; two (2) lines per fire code to the primary monitoring company, and the third line will come back to the Building "W" Operations Center for ancillary monitoring. For new buildings or renovations where the existing fire alarm system is being removed, a new integrated system shall be installed. In existing buildings where the fire alarm system is not being replaced, the Facility Management System shall monitor the fire alarm system as noted below. 1. System shall perform as a stand -alone fine alarm system including' all required control sequences including Fire Department notification. 2. Fire Alarm system shall communicate to (FMS) to indicate at a minimum, zone by zone status. 3. FMS shall act as a secondary reporting station and shall not be the primary reporting station. D. Maintain accurate as-built plans of all work. I . Provide neatly typed zone schedule at the fire alarm panel. 2. Provide CAD discs of any new or revised alarm system. E. Provide a lockable exterior "fire fighter key box" located near the main entry of each new building and containing the building's master key for use during fire emergencies. Approval of the box type and final location shall be determined solely by the Fire Department and / or Fire Marshall for each fire district. F. Provide a "Stopper II w/Hom Casing" (model # STI -1130 or equivalent) for all Lobby and Entrance area Fire Pull Stations. 13916 - FIRE SUPPRESSION SPRINKLERS A. Provide a complete automatic fire sprinkler system where required by Code or 1 Ordinance. Refer to Division 1 for General Requirements, Codes, and Standards. B. Comply with NFPA 13 and Collier County Ordinance 98 -74 Fire Prevention and Protection Code for the design and installation of all Fire Suppression System work. The system shall be designed by a Professional Engineer licensed in the State of Florida. When the Contractors PE is responsible for the system design, the Engineer of Record for the building shall review and approve the installers shop drawings prior to permit application. C. Sprinkler heads shall be recessed or semi - recessed in all occupied rooms, centered in acoustic ceiling tiles. D. Maintain accurate as-built plans of the work. DIVISION 14- CONVEYING SYSTEMS 14000- GENERAL A. FBC, NFPA, OSHA., and the requirements of Division 1 apply to work of this section. 14200- ELEVATORS A. Comply with ANSI/ASME At 7.1 and Addenda, CABO /ANSI A117.1, and all State of Florida codes and regulations for Elevators. B. All elevators specified shall be of generic manufacture with no proprietary items included within the installation. The elevator shall have the capabilities of being served by any elevator manufacture or without the assistance of any manufacturers diagnostic tools. C. Elevator Emergency Telephones shall be Code Blue Corporation's InterAct 500 Series speaker phones and surface mounted. 1. All emergency elevator telephones, whether new or replacement, will be programmed to dial extension 7721 (Facilities Management Building Operations Center) automatically upon lifting of receiver. 2. All emergency elevator telephone replacements or installations will be coordinated with the Building Automation Coordinator of the Facilities _ Management Department (239- 774 -8380) as well as the Telecommunications Manager of the Information Technology Department (239- 774 - 8888). 3. All emergency elevator telephones will be programmed via the Telecommunications Manager of the Information Technology Department to include the following caller ID information: 3.1. Identifying Building Letter/ Name 3.2. Identifying Elevator Number 10A 3.3. Identifying Phone Extension/Number (for phone in elevator) Example: Bldg F, Elevator 1, 7548 4. All emergency telephones will be tested and information correctly verified before contractor leaves worksite. 5. Contractor to provide written documentation to the Facilities Management Building Automation Coordinator that the above steps were followed and verified. 6. Code Blue speaker phone must be programmed to the Code Blue test computer in the Building "W" operations center. COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 08716 - DOOR HARDWARE SCHEDULE SET NUMBER HARDWARE 1 1.5 pr. 1.0 ea. 1.0 set 1.0 ea. 2 1.5 pr. 1.0 ea. 1.0 ea. 1.0 set 1.0 ea. 3 1.5 pr. 1.0 ea. 1.0-ea. 1.0 set 1.0 ea. 4 1.5 pr. 1.0 ea. 1.0 ea. 1.0 set 1.0 ea. 5 3.0 pr. 1.0 ea. 1.0 ea. 1.0 set 2.0 ea. 6 3.0 pr. 1.0 ea. 1.0 ea. 1.0 set 2.0 ea. 7 1.5 ea 1.0 ea. 1.0 ea. 1.0 ea. 1.0 ea. 1.0 ea. Butts Lockset, Schlage D- series Silencers Wall Stop Butts, BB Lockset, Schlage D- series Closer Silencers Wall Stop Butts, BB Lockset, Schlage D -series Closer Silencers Wall Stop Butts, BB Lockset, Schlage D -series Closer Silencers Wall Stop Butts, BB Lockset, Schlage D- series Closer Flush Bolts Wall Stops Butts, BB Lockset, Schlage D -series Closer Flush Bolts Wall Stops Butts, BB, NRP Cylinder lock and lock guard Full -width exit device, lever exterior Closer Weatherstrip Threshold, Pemko 2005v or exact equal DOOR HARDWARE SCHEDULE 08715-1 JOA COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 8 3.0 pr. Butts, BB 1.0 ea. Lockset, Schlage D- series 1.0 ea. Closer 1.0 set Flush Bolts 2.0 ea_ Wall Stops 9 1.5 pr. Butts 1.0 ea: Lockset, Schlage D -series 1.0 set Silencers 1.0 ea. Wall Stop Extra Materials 20.0 ea. Automatic Door Bottoms 12.0 ea. Door Holders 12.0 ea. Kick Plates 6.0 ea. Cylinder Locks 6.0 ea. Lock Guards 6.0 ea. Exit Devices 6.0 pr. Butts, BB 6.0 ea. Locksets, Schlage D- series, Office Function 6.0 ea. Closers 6.0 ea. Wall Stops Notes: 1. Provide card readers with electric strikes where indicated 2. Provide Kick plates both sides all Restroom, Janitor, Equipment, and Storage doors 3. Provide threshold and weatherstrip at all doors separating AC areas from non -AC areas. 4. Provide threshold and weatherstrip at all doors to HVAC Equipment Rooms. 5. Install extra materials where directed 6. Pivots may be provided in lieu of butts at storefront doors 7. Contractor to provide complete submittal and hardware schedule. END OF SECTION 08716 VICTOR J. LATAVISH, ARCHITECT P.A. Naples, Florida DOOR HARDWARE SCHEDULE 08715-2 phone: 239.279.4095 fax: 239.278.4999 ro : Attn: Submittal Date: Apr 23, 2004 Project: CCPU OPS / NAPLES ?r.iginal Submit tat for Prior Approval 1 Copy of Submittals is Attached "°TYPE MFG DESCRIPTION A LITHONIA LTG TLA 2 32 120 1/4 GEB HC pB LITHONIA LTG SB 2 32 120 GEB ._C LITHONIA LTG WC 2 32 120 GEB EM PATHWAY AZ 2 -"`EX LITHONIA LTG LE S W I G 120/277 EL N EX1 LITHONIA LTG LE S W 1 G 120/277 E LITHONIA LTG 2GT8 3 32 A12125 120 1/3 GEB 3 LITHONIA IT 2GT8 2 32 A12125 120 GEB ._H FOCALPOINT FBX 24 8 2T8 E 120.G PS WH K (COVENTRY 6HF 132T E4 / 6HFHAZPF M RIM ES3- CFX- MAL -SM4 (AS SPECIFIED NO SUBMITTAL) "J LSI LIGHTING CT2V FP 25OPSMV CT MT PLP P KIRMIN CO_ RR80618 (AS SPECIFIED NO SUBMITTAL) LITHONIA LTG DMW'2 32 120 GEB Remarks: 10A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. . This Section includes the following: 1: Miscellaneous steel fabrications. 2. Loose bearing and leveling plates. 3. Steel framing and supports for mechanical and electrical equipment. 1.3 SUBMITTALS A. Shop Drawings: Detail fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. 1. Provide templates for anchors and bolts specified for installation under other Sections. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing metal fabrications similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. B. Welding: Qualify procedures and personnel according to the following: - 1. AWS D1:1, "Structural Welding Code -- Steel." 2. AWS D1.3, "Structural Welding Code - -Sheet Steel." _. 1.5 PROJECT CONDITIONS A. Field Measurements: Where metal fabrications are indicated to fit walls and other construction, verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. MFTAT. FABRICATIONS 05500-1 R COLLIER COUNTY UTILITIES OPERATIONS ELATE 10A NAPLES, FLORIDA 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating metal fabrications without field measurements. Coordinate construction to ensure that actual dimensions correspond to established dimensions. Allow for trimming and fitting. 1.6 COORDINATION A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. PART2- PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: For metal fabrications exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting,, seam marks, roller marks, rolled trade names, or roughness. 2.2 FERROUS METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A. B. Steel Tubing: Cold- formed steel tubing complying with ASTM A 500. C. Steel Pipe: ASTM A 53, - standard weight, unless another weight is indicated or required by structural loads. . D. Cast -in -Place Anchors in Concrete: Anchors of type indicated below, fabricated from corrosion- resistant materials capable of sustaining, without failure, the load imposed within a safety factor of 4, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency. 1. Threaded or wedge type; galvanized ferrous castings, either ASTM A 47 malleable iron or ASTM A 27/A cast steel. Provide bolts, washers, and shims as needed, hot - ` -, dip galvanized per ASTM A 153/A. E. Welding Rods andBare Electrodes: Select according to AWS specifications for metal alloy welded. IVhETAL FABRICATIONS 05500-2 10A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.3 PAINT A. B. 2.4 Shop Primers: Provide primers that comply with Division 9 Section "Painting." Galvanizing Repair Paint: High zinc-dust- content paint for regaly nizing welds in steel, complying with SSPC -Paint 20. FASTENERS A: General: Provide Type 304 or 316 stainless -steel fasteners for exterior use and zinc plated -- fasteners with coating complying with ASTM B 633, Class Fe /Zn 5, where built into exterior walls. Select fasteners for type, - grade, and class required.. B. Bolts and Nuts: Regular hexagon -head bolts, ASTM A 307, Grade A; with hex nuts, ASTM A 563; and, where indicated, flat washers. C. Anchor Bolts: ASTM F 1554, Grade 36. D. Machine Screws: ASME B 18.6.3. E. Expansion Anchors: Anchor bolt and sleeve assembly of material - indicated below with capability to sustain, without failure, a load equal to six times the load imposed when installed in unit masonry and equal to four times the load unposed when installed in concrete, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency. 1. Material: Carbon -steel components zinc - plated to comply with ASTM B 633, Class Fe/Zn 5. F. Toggle Bolts: FS FF -B -588, tumble -wing type, class and style as needed.- 2.5 GROUT A. Nonshrink, Nonmetallic Grout: Factory- packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. 2.6 FABRICATION, GENERAL A. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly: Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. B. Shear and punch metals cleanly and accurately. Remove burrs. METAL FABRICATIONS 05500-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA C. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. D. Weld corners and seams continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. ' Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface.. E. Provide for anchorage of type indicated; coordinate With supporting structure.. Fabricate and space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. F. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. G. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate. H. Allow for thermal movement resulting from the following maximum change (range) in ambient and surface temperatures by preventing. buckling, opening up of joints, overstressing of components, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. Temperature Change (Range): 120 deg F, ambient;. 180 deg F, material surfaces. I. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. J. Remove sharp or rough areas on exposed traffic surfaces. K. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners . where possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat- head (countersunk) screws or bolts. Locate joints where least conspicuous. METAL FABRICATIONS 05500-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10� NAPLES, FLORIDA CONTRACT DOCUMENT REQUIREMENTS 000051-4 TABLE OF CONTENTS 008001-2 SUPPLEMENTARY CONDITIONS 00810 1 -25 COLLIER COUNTY VERTICAL STANDARDS SPECIFICATIONS DIVISION 1 - GE 010271-4 010301-2 01035 1 -3 01040 1 -3 01045 1 -4 012001-3 013001-7 014001-4 014201-3 015001-5 016311-4 017001-5 017101-3 017201-6 017301-7 017401-3 NERAL REQUIREMENTS APPLICATIONS FOR PAYMENT ALTERNATES MODIFICATION PROCEDURES COORDINATION. CUTTING AND PATCHING PROJECT MEETINGS SUBMITTALS QUALITY CONTROL REFERENCE STANDARDS AND DEFINITIONS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SUBSTITUTIONS CONTRACT CLOSEOUT FINAL CLEANING PROJECT RECORD DOCUMENTS OPERATION AND MAINTENANCE DATA WARRANTIES DIVISION 2 - SITE CONSTRUCTION 020701-4 SELECTIVE DEMOLITION DIVISION 3 - CONCRETE 03300 1 -19 CAST -IN-PLACE CONCRETE DIVISION 4 - MASONRY 04200 1 -11 UNIT MASONRY TABLE OF CONTENTS 00005 -1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA DIVISION 5 - METALS 055001-6 METAL FABRICATIONS DIVISION 6 - WOOD AND PLASTICS 06105 1 -3 MISCELLANEOUS CARPENTRY 064021-7 INTERIOR ARCHITECTURAL WOODWORK DIVISION 7 - THERMAL AND MOISTURE PROTECTION 072101-3 BUILDING INSULATION 072701 -7 FIRESTOPPING 079201-7 JOINT SEALANTS DIVISION 8 - DOORS AND WINDOWS 081101-5 STEEL DOOR FRAMES & ACCESSORIES 082111-6 FLUSH WOOD DOORS 08331 1 -5 OVERHEAD COILING DOORS 084101-11 ALUMINUM ENTRANCES AND STOREFRONTS 087121-23 DOOR HARDWARE 08715 1 -2 DOOR HARDWARE DATA SHEET 088001 -10 GLAZING DIVISION 9 - FINISHES 09255 1 -13 GYPSUM BOARD ASSEMBLIES 093101-10 CERAMIC TILE 095111-6 ACOUSTICAL PANEL CEILINGS 09651 1 -8 RESILIENT TILE FLOORING 09680 1 -3 CARPETING 099121 -16 PAINTING DIVISION 10 SPECIALTIES 101551-4 TOILET COMPARTMENTS 104251 -9 SIGNS 10505 1 -6 METAL LOCKERS TABLE OF CONTENTS 00005 -2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 105201-4 FIRE - PROTECTION SPECIALTIES 108011-4 TOILET ACCESSORIES DIVISION I 1 - EQUIPMENT- NOT USED DIVISION 12 - FURNISHINGS 124841-5 FLOOR MATS AND FRAMES 124911-4 HORIZONTAL LOUVER BLINDS DIVISION 13 & 14 - NOT USED DIVISION 15 - MECHANICAL .0,M. W 150101-5 BASIC MECHANICAL REQUIREMENTS 15050 1 -8 BASIC MECHANICAL MATERIALS AND METHODS 150601-9 HANGERS AND SUPPORTS 151401-5 DOMESTIC WATER PIPING 151501-5 SANITARY WASTE, STORM DRAINAGE AND VENT PIPING 152001-5 STANDPIPE AND SPRINKLER SYSTEMS 154101-7 PLUMBING FIXTURES 15485 1 -7 ELECTRIC, DOMESTIC WATER HEATERS 157381-4 SPLIT - SYSTEM AIR - CONDITIONING UNITS 158151-5 METAL DUCTS 15845 1 -3 AIR TERMINALS 15855 1 -3 DIFFUSERS, REGISTERS, AND GRILLES 159901-5 TESTING, ADJUSTING, AND BALANCING DIVISION 16 - ELECTRICAL 160101-7 SPECIAL REQUIREMENTS 160251-1 CODES, FEES, AND STANDARDS 160601-2 GROUNDING AND BONDING 161101-4 RACEWAYS AND CONDUIT 161201-2 BUILDING WIRE AND CABLE 161301 -3 BOXES 161401-4 WIRING DEVICES 161701-2 ENCLOSED SWITCHES 162101-8 PACKAGED ENGINE /GENERATOR SET 162601-8 AUTOMATIC TRANSFER SWITCH TABLE OF CONTENTS 00005 -3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 164421-4 PANELBOARDS AND LOADCENTERS 165001-3 LIGHTING FIXTURES END OF SECTION 00005 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida TABLE OF CONTENTS 00005 -4 1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 00800 - SUPPLEMENTARY CONDITIONS 1. The Contractor shall provide a complete schedule of values listing the value of work for each trade by specification division not less than 15 days before anticipated date of contract execution. 2. Add the following definitions for terms used in the Specifications and on the Drawings: The terms "approved," "required," and "as directed" refer to and indicate the work or materials that may be approved, required, or directed by the Architect acting as the agent of the Owner. The term "provide" includes furnishing and installing a product, complete in place, operating, tested, and approved. The term "similar" means in its general sense and not necessarily identical. The terms "shown," "indicated" "detailed " "noted," "scheduled" and terms of , , similar import, refer to requirements contained in the Contract Documents. 3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner or its agents may be responsible, in whole or in part, shall relieve Contractor of his duty to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy, if any, against Owner or its agents will be the right to seek an extension to the Contract Time. 4. Building Permit fees, Site Permit fees, Utility connection fees, and Impact fees shall be paid by the Owner. All application forms required for the same shall be prepared and delivered by the Contractor. 5. The Contractor shall include not less than 5 rain -days in the proposed Construction Time as a contingency for anticipated inclement weather or other unanticipated delays. The proposed Construction Time shall be determined by the Contractor and listed on the Bid Form. 6. Submittals and Shop Drawings shall be provided not more than 30 days after the Owners Notice to Proceed. The Architect will review the submittals within 15 days of receipt of the submittals received in a timely manner. Shop Drawings and submittals received more than 30 days after the Owners Notice to Proceed will require 30 days for the Architects review time plus reimbursable expenses and additional fees based on the Architects standard hourly rate schedule to be paid by the Contractor. The time required for submittal review described herein shall be included in the Contractors schedule. SUPPLEMENTARY CONDITIONS 00800 -1 am COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 7. All costs related to non - compliant work shall be paid by the Contractor, including removal of non - compliant work, bidding expenses, related design professionals fees, and costs related to the supervision of corrective work. 8. Punchlist work shall be completed within 30 days of Substantial Completion. The Owner reserves the right to immediately commence punchlist work 30 days after substantial completion using independent contractors, the cost of which shall be charged to the Contractor. 9. The portions of the Collier County Government Vertical Standards document included in Section 00810 are made part of the Contract Documents and take precedence over specifications for work indicated in other sections of these specifications. By acceptance of the sealed plans and specifications used for permits, the Contractor accepts all terms and conditions of the Documents including these Supplemental Conditions. In cases of conflicting requirements, the more stringent requirement as shall apply. The determination of which requirement is more stringent shall be made by the Owner. END OF SECTION VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida SUPPLEMENTARY CONDITIONS 00800 -2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA Q SECTION 00810- COLLIER COUNTY VERTICAL STANDARDS The following Vertical Standards for Collier County Government Buildings are made part of the Contract Documents and take precedence over other provisions of the specifications and drawings. DIVISION 1- GENERAL REQUIREMENTS 01001- MINIMUM STANDARDS A. These guidelines shall be considered minimum standards which do not relieve the Contractor from mandatory code compliance or compliance with requirements of the drawings or specifications that are more stringent than the standards established herein. 01010- SUPPLEMENTARY CONDITIONS A. Specifications shall apply in full to contractors, subcontractors, material suppliers and any other party involved with execution of the work under contract to the General Contractor. For brevity in this specification all of these parties shall be referred to as "Contractors." B. Work performed shall comply with the Contract Documents including these specifications, the drawings, and the general notes which are complementary. Whatever is shown or reasonable inferred from one shall be as if required by all. Figures govern scale dimensions and large -scale drawings govern those of smaller scale. If drawings and specifications conflict or require clarifications, the Architects interpretation of the intent shall govern. In resolving such conflicts, errors and discrepancies, the documents shall be given precedence in the following order: Agreement, Technical Specifications, General Conditions, Instruction to Bidders, Drawings. Figure Dimensions on Drawings shall govern over scale dimensions, and detailed Drawings shall govern over general Drawings. Any Work that may reasonably be inferred from the Specifications or drawings as being required to produce the intended result shall be supplied whether or not it is specifically called for. Work, materials or equipment described in words which so applied have a well -known technical or trade meaning shall be deemed to refer to such recognized standards. C. The Contractor assumes full responsibility for having familiarized himselfwith the nature and extent of the Contract Documents and site conditions that may in any manner affect the Work. COLLIER COUNTY VERTICAL STANDARDS 00810 -1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA D. Division of work under titles and subtitles is for convenience only. Ea contractor shall examine the drawings and specifications for all parts of his work. 01013- UTILITIES STANDARDS A. Comply with written and published standards and requirements or Utility companies servicing the site. It is the responsibility of the Contractor to contact the Utility companies and coordinate schedule requirements. 01014- USE OF THE SITE A. Restrict all construction work and related staging areas, construction parking, and construction traffic to the portion of the site within the designated Limits of Construction, and to additional areas so designated by the Owner or Authority Having Jurisdiction. Provide temporary fences, gates, barricades, and signs to designate the areas. Do not block public right -of -way areas or access to public restroom, existing concessions trailer, or beach. 01045- CUTTING AND PATCHING A. All trades shall do their own cutting, fitting, patching, etc., to make the several parts come together properly and fit it to receive or be received by work of other trades. 01200- PRECONSTRUCTION MEETING A. A preconstruction meeting shall be held at the Site prior to construction, to discuss contracts, schedules, payment requests, subcontractors, communication protocol, submittal procedures, and site conditions. The Owner, Architect, Contractor, and representatives from all structural sub -trades shall attend the meeting. 01210- CONSTRUCTION MEETINGS A. Construction progress meetings will be held on a monthly basis at the Construction Trailer unless waived by the Owner and Architect. 01300- SUBMITTALS A. Provide Submittals including shop drawings, samples, and/or product data for items required by other sections of these specifications, in accordance with the General Conditions and as noted herein: COLLIER COUNTY VERTICAL STANDARDS 00810 -2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1. Each submittal shall bear the project name and Contractors review stamp, date, and initials indicating review. 2. Submittals received without Contractors review stamp, date, and initials will be returned without review. 3. Submittals received directly from subcontractors will be returned without review. 4. Provide all required submittals within 30 working days of the contract execution. 5. Do not order materials until the corresponding submittals are reviewed by the Architect. - 6. Do not submit a payment request before all samples, shop drawings, and product data are delivered to the Architect. Number each submittal to correspond to the specification section, ie. 07200. 7. Number each resubmittal similarly and consecutively with an alphabetical suffix, ie. 07200 -A. 8. Provide PE seals and written certification of compliance with design criteria where required. 9. Shop Drawings for structural components & systems shall be submitted to Architect prior to applications for building permits. B. Clearly identify compliance or non - compliance with the Documents including design criteria. C. Clearly mark all proposed changes or deviations from the Documents with red ink. Items so noted and accepted by the Architect will be considered authorized changes. Changes or deviations that are not clearly noted will be considered unauthorized changes as described below. 01310- SCHEDULING A. Within 10 working days of the Contract execution, Contractor is to provide CPM schedule or bar -chart indicating work schedule of all major trades, including notes concerning interface requirements with Owner - supplied and N.I.C. items. Do not start construction until schedule has been delivered to the Owner and Architect. Schedule is to be updated monthly during construction, and copied to Architect and Owner prior to application for payment. COLLIER COUNTY VERTICAL STANDARDS 00810 -3 Mi COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 01400- QUALITY CONTROL- SUPERVISION A. The General Contractor shall assign a full -time field superintendent to coordinate and supervise the work of all trades to maintain quality workmanship standards. Each subcontractor shall assign a superintendent or foreman who is thoroughly knowledgeable of specific standards indicated above. The superintendents shall be responsible for all construction means, methods, techniques, sequences and procedures required for the completion of his work, and he shall remain on site during the work of his trade. Use only trained and skilled labor and craftsmen competent, qualified, and experienced in the type of work involved. The conduct of all persons on site shall be workmanlike and professional at all times. 01410- COORDINATION A. Inspect all conditions, substrates, shop drawings, and the complete set of contract documents for proper coordination with the work of other trades. On -site verification of all dimensions and conditions shall be the responsibility of the Contractor. 01420- WORKMANSHIP A. All materials and equipment shall be installed in a neat, orderly, and workmanlike manner in accordance with the Documents and referenced standards. The Owner and the Architect reserve the right to direct the removal and replacement of items, which solely in his opinion, do not present a neat, orderly, and workmanlike appearance, provided that such an orderly and neat installation can be made using customary nationally recognized trade methods by competent, trained, and skilled workman. The costs for removal and replacement of non - complying or otherwise unacceptable work shall not be an additional expense to the Owner. 01420- REFERENCED CODES AND STANDARDS A. All work shall comply with the Americans Disabilities Act. B. All work installed is to comply with the Standard Building Code and all Federal, State, City, and local ordinances and Codes legally adopted by the authorities having jurisdiction, including applicable appendices and editions. In case of differences between these Codes, the most stringent shall govern. C. All work shall comply with applicable portions of the Referenced Standards listed in 1997 SBC Chapter 35 including but not limited to AAMA, ACI, AISC, ANSI, ASCE, ASHRAE, ASTM, FM, GA, OSHA, SJI, and UL standards. D. All work shall comply with applicable adopted County ordinances. COLLIER COUNTY VERTICAL STANDARDS 00810 -4 IE UTILITIES OPERATIONS CENTER COLLIER COUNTY NAPLES, FLORIDA 01500- TEMPORARY FACILITIES, BARRICADES, AND SIGNS A. Connect to existing utility services to provide temporary utility services required for construction. The Owner will pay all water and electric utility charges incurred during construction. B. Erect fences, gates, and barricades and take necessary precautions to prevent accidents and/or damage to property or persons on site. Post one `No Trespassing' sign at each exterior door to the building, each gate, and at not less than 30' o.c. along temporary fences. 01510- CONSTRUCTION CLEANING A. Building and grounds are to be kept clean of debris, excess spilled or oversprayed material, or other material not required for the work throughout construction. Cleanup the construction site on a daily basis. Remove trash and debris from site in a lawful -- manner. Do not bury any materials on site. 01520- FINAL CLEANING A. At the completion of work, remove all rubbish, tools, scaffolding, surplus materials and leave the job in a broom -clean condition. Remove all installation marks and advertising labels from items not required for verification of compliance with these specifications, and as required by the Architect. Broom clean and wash all tile and resilient floors. Clean and rinse all exterior concrete slabs and walks. Clean and polish all mirrors, windows, frames, hardware, fixtures, trim, & accessories. 01600- MATERIALS AND PACKAGING A. All material furnished shall be new and without any indication of damage or breakage. Materials usually packaged shall be brought to job in original, unbroken labeled containers. 01610- STORAGE OF MATERIALS A. All materials and equipment shall be protected from theft or deterioration. No materials may be stored in contact with the ground or floor. COLLIER COUNTY VERTICAL STANDARDS 00810 -5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 14 k P f. 01630- PRODUCTS AND SUBSTITUTIONS A. Where specific materials, products, or equipment are shown or specified, all proposed substitutions must be approved in writing by the Architect. Submit written substitution request and complete supporting documentation to the Architect minimum 10 working days prior to contract execution. Submittals will be reviewed on the basis of similar or better quality with cost savings credited to the Owner for equal or better quality value. Costs for related Architectural/Engineering services due to the proposed substitution shall be added to the Contractors proposal as part of the evaluation_ B. Any changes in the work and/or substitutions of products, material, or equipment, methods of construction, or non-compliance with contract documents or accepted national standards of constructi on must be documented and approved in writing, or the work may be rejected at the sole discretion of the Architect. C. Work not in compliance with the Contract Documents shall be deemed an "unauthorized change" and shall be removed and properly replaced by the General Contractor in accordance with the Contract Documents at no extra charge to the Owner or their agents. The unauthorized changes may be rejected at the time of installation, substantial completion, final completion, during the warranty period, or any time thereafter. D. By accepting the terms of the Contract Documents and as a condition of use of the sealed plans used for permits and construction, the General Contractor agrees to indemnify and hold harmless the Owner, Architect, Subconsultants, agents, successors, heirs, and assigns for any and all claims related to the unauthorized changes. 01700- CLOSEOUT DOCUMENTS A. Provide 2 copies of Closeout Documents at the time of final completion for review at least five (5) days prior to application for final payment. Closeout Documents include all warranties, users manual, written maintenance instructions for all materials and equipment, and Record Documents. All materials except as-built plans shall be organized by specification section number and bound in 3 -ring binders 01720- PROJECT RECORD DOCUMENTS A. Record Documents include as-built plans, supplemental drawings and diagrams, as-built specifications, approved submittals, and records of all changes, including but not limited to Addenda and Change. Orders. COLLIER COUNTY VERTICAL STANDARDS 00810 -6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA B. The Contractor shall maintain and regularly update 'as- built drawings and shop drawing/submittal file indicating exact locations, material, equipment, etc., as installed. Include locations ofburied sleeves, hidden piping and conduits, sizes, etc. not specifically shown on the Drawings. C. Keep one set of record documents at the site for the duration of construction. Do not use record documents for daily construction use. Clearly identify, date, and initial all changes with a red pencil on the plans, specifications, and submittals. Transfer all changes to the final as -built documents at the completion of construction. D. In addition to Closeout Documents, one (1) mylar set of final as -built drawings must be provided to Facilities Management upon completion. Deliver to FMS prior to application for final Payment. 01730- OPERATION AND MAINTENANCE DATA A. Provide manufacturers operation and maintenance manuals for all equipment, fixtures, and all materials requiring maintenance as part of the Closeout Documents. DIVISION 2- SITE CONSTRUCTION 02000 - GENERAL A. The Collier County Land Development Code, 1997 SBC incl. Ch. 33, and requirements of Division 1 apply to work of this section. 02300- GRADING A. Building floor shall be at least 6" above exterior finish grade. Do not slope grades towards buildings. Final grading around the building is to be sloped evenly away from structures and slabs to insure positive drainage. 02900 - LANDSCAPING A. Except for grass, all landscaping must be at least three (3) feet away from any exterior wall. Plants and other foliage must have a three (3) foot clearance between outer limbs and each wall. B. Trees are to be planted at least ten (10) feet from any exterior wall. COLLIER COUNTY VERTICAL STANDARDS 00810 -7 COLLIER COUNTY UTILITIES OPERATIONS CENTER. NAPLES, FLORIDA j DIVISION 3- CONCRETE 03000- GENERAL A. ACI, CRSI, WRI, SBC and Division 1 requirements apply to all concrete work. r__1 B. Testing: Provide the services of a licensed materials testing laboratory to measure slump and test compressive strength of concrete used in footings, slabs, and beams. Provide tests daily for each batch mix and as required by Code, Building Official, and Contract Documents. Concrete not meeting specified strength requirements shall be removed and replaced. 03001 DESIGN REQUIREMENTS A. Delegated Engineering; Structural components indicated shall be designed and sealed by a Structural Engineer licensed in the State of Florida. All shop drawings shall be reviewed and approved by the Design Professional of Record prior to fabrication. 03300- CAST -IN-PLACE CONCRETE A. Comply with ACI 318 standards. Ready -mix concrete is to comply with ASTM C94. Do not place concrete more than 90 minutes after batch mix at the plant, and do not place concrete more than 60 minutes after batch mix when the temperature exceeds 90d F. 2.. Do not use concrete mix containing fly -ash in floor slabs or walkways. 3. Do not add water to concrete on -site. Field modifications to concrete mix are not allowed. Concrete watered -down on -site shall be removed. B. All slabs shall be finished to a tolerance of not over 1/4" depressions in 10' -0" in any direction when checked with a 10' straightedge. Interior slab control joints may be sawcut or tooled. C. Provide diagonal reinforcing in floor slabs at all reentrant corners. Cure all poured concrete to minimize cracking. 03310- CONCRETE WALKWAYS A. All exterior concrete walkways shall receive a heavy broom finish texture to provide a slip resistant surface. Broom texture shall be perpendicular to the direction of travel. COLLIER COUNTY VERTICAL STANDARDS 00810 -8 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A B. There shall be no steps in the accessible route from accessible parking stalls to the main building entrance. C. Provide expansion joints at not more than 20' -0" o.c., at each change of direction, and between exterior slabs and adjacent walls. Provide control joints at not more than 6' -0" o.c. Exterior slab edges, expansion joints, and control joints shall be neatly tooled. DIVISION 4- MASONRY 04000- GENERAL A. FBC, NCMA, ACI, and Division 1 requirements apply to work of this section. DIVISION 5- METALS 05000- GENERAL A. FBC, AISC, AWS, and Division 1 requirements apply to work of this section. 1. All exposed metal components shall be stainless steel, galvalume, hot - dipped galvanized steel, copper, zinc, bronze, anodized aluminum, painted aluminum, or similar non - corroding metal. Plain or painted steel shall not be used in exterior locations. B. All steel construction shall comply with AISC Specifications for Structural Steel Buildings and Code of Standard Practice. Steel plates to comply with ASTM A36, anchor bolts to comply with ASTM A307, all fasteners to be s.s. or galvanized. Shop and touch- up primer to be "10 -99 Tnemec Primer" or Rustoleum 5769 or equal. DIVISION 6- WOOD AND PLASTICS 06000- GENERAL A. 1997 SBC incl. Chapters 16 and 23, AITC, APA, AWI,AF &PA, NDS, TPI, NFOPA, and Division 1 requirements apply to work of this section. COLLIER COUNTY VERTICAL STANDARDS 00810 -9 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA A, fj B. Delegated Engineering; Prefabricated structural components shall be designed and sealed by the manufacturers Structural Engineer licensed in the State of Florida. All shop drawings shall be reviewed and approved by the Design Professional of Record prior to fabrication. 06100- ROUGH CARPENTRY A. Provide pressure treated wood where sills, nailers, and/or furring are in contact with concrete or masonry. Produce joints that are tight, true, well nailed, with members assembled and fastened in accordance with the drawings and with pertinent codes and regulations. Provide solid wood blocking and/or shims for finish materials as required to maintain a tolerance of max. 1/4" deviation in 10' -0" when measured with a 10' -0" straightedge, plumb and true, for all substrate framing where finish materials will be exposed to view. Do not use warped members. B. Provide blocking for all accessories, grab bars, etc. Provide all necessary hardware such as nails, bolts, anchors, ties, etc., required for a complete and proper installation. Bolts, washers, nuts, etc., shall be noncorrosive material. Isolate dissimilar metals. 06200- FINISH CARPENTRY A. WWPA recommendations apply. Select material for straightness and do not use warped members. Finished woodwork is to be properly framed, closely fitted, and accurately set to the required lines and levels and rigidly secured in place. Miters or other fitted joints shall be planed or sanded Use only hot - dipped galvanized or s.s. fasteners .Countersink all finish nail fasteners. Staple fasteners will not be accepted. Provide solid wood blocking and/or shims for finish materials as required to maintain a straightness tolerance of max. 1/4" deviation in 10' -0" when measured with a 10' -0" straightedge. DIVISION 7- THERMAL AND MOISTURE PROTECTION 07000- GENERAL A. NRCA Roofing and Waterproofing Manual, SMACNA Architectural Sheet Metal Manual, and Division 1 requirements apply to work of this section. B. Penetrations through roof surfaces shall be minimized wherever possible, ie. collect plumbing vent lines in attic to minimize vents through roof. Do not use pitch pans except where approved by FMS. Use NRCA and SMACNA details with curbs and hoods to protect roof penetrations from leaks. COLLIER COUNTY VERTICAL STANDARDS 00810 -10 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 07210 - INSULATION A. Comply with Florida Energy Code requirements. Provide required insulation at the building envelope of all conditioned areas. 07600 - METAL ROOFING A. Standards: All work shall comply with SMACNA and NRCA recommendations. Provide standing seam metal roof with ridge trim, edge flashing, wall flashing, counter - flashing, fasteners, clips, and all related components required for a complete and watertight assembly. 1. Roofing system shall be designed to withstand not less than 130 mph wind loads for specific building, location, and substrate. Provide manufacturers certificate and engineering data indicating that system is designed to meet all applicable code requirements. 2. Metal roofing material shall be not less than 24 gauge Galvalume. Panels shall be either 12" or 16" wide. Standing seam shall be not less than 1" high. Standing seam may be 180d folded seam, or covered with continuous clip. Fastener clips shall be completely concealed, spaced at not more than 12" oc. Provide not less than 3 concealed fasteners through metal roofing at top end of panels, fastening panels to solid blocking. Cover seams at top end with ridge cap flashing or wall flashing. All metal roofing is to be smooth and straight without bends or kinks, properly flashed and counter -flashed with compatible materials. 3. Approved manufacturers include but are not limited to Englert and Berridge. 4. Installation is to be neat and straight; level and true to required lines. Hem all exposed flashing edges and use concealed fasteners wherever possible. 5. Use premolded rubber -boot flashing at vent stacks. Cover top of vent stack with insect screen, neatly fastened to stack with a galvanized metal draw band. Where flashing occurs at roof -to -wall locations, provide counter flashing that will allow replacement of either the roofing or wall finish without the damage or removal of the other material. Flashing is to be set in sealant. 07620 - METAL FLASHING AND ACCESSORIES - A. Comply with SMACNA and NRCA standards. Provide all details required to illustrate industry - standard assemblies suitable for intended use and capable of providing a complete, proper, durable weather proof, and water proof installation. COLLIER COUNTY VERTICAL STANDARDS 00810 -11 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1 U K 1. Use stainless steel, hot- dipped galvanized metal, galvalume, or suitably protected aluminum materials. Do not use plain or painted steel or mill finish aluminum. 2. Provide sill flashing and a full bed of sealant at all window sills. 3. Isolate dissimilar metals to prevent galvanic deterioration ofmaterials. All materials shall be non - corrosive. B. Flashing assemblies shall be counterflashed and constructed in a mariner which will allow re-roofing without damage to adjacent finishes. C. Quality Assurance: the Contractor shall provide a five (5) year warranty for all flashing work including all materials and costs required to correct defective flashing work. 07900- JOINT SEALANTS A. Provide and install one or two -part exterior elastomeric sealant at all window and door jambs, sills, heads, surface joints, flashing edges, and wherever else required to provide a weather -tight building envelope and a neat and trim installation. All sealants shall be paintable premium grade 15 -year or better products manufactured by Focuseal, GE, or equal. Provide all infiltration seals as required by the Energy Code and as stated in Energy Calculations. B. Provide premium grade caulking at all countertop and cabinet edges, trim edges, and at other interior conditions where required to provide a neat and trim installation. C. Provide tested penetration system sealants and materials at all pipes, conduits, and misc. penetrations through rated walls and ceilings. DIVISION 8- DOORS AND WINDOWS 08000- GENERAL A. SBC, SDI, and requirements of Division 1 apply to work of this section. 08305- ACCESS DOORS A. Provide access panels in floors, walls, ceilings, and/or soffits where required for maintenance access to all concealed valves, fixtures, and equipment. COLLIER COUNTY VERTICAL STANDARDS 00810 -12 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 1. All panels components and fasteners shall be constructed of non - corroding material limited to stainless steel, painted or anodized aluminum, or factory primed galvanized steel. 2. Unless required otherwise by program, all access panels shall be commercial grade units with a full length hinge, operable with standard tools. 08520 - ALUNIINUM WINDOWS A. All windows shall be fixed storefront, curtain wall, or commercial grade units. 1. All exterior components shall be extruded aluminum. 2. Finish shall be factory applied finish such as Kynar 500. B. Provide submittal indicating the units, glazing, and attachment fasteners meet or exceed r 140 mph wind- loading requirements for FBC. 08700- DOOR HARDWARE A. Provide all hardware needed for a complete and proper installation including but not limited to locks, levers, pulls, exit devices, closers, butts, weatherstripping, astragals, coordinators, door holders, kick plates, push plates, and silencers. 1. All door hardware shall be non - ferrous, commercial grade. Plain or painted steel hardware may not be used. 2. All hardware shall be ADA compliant. 3. Approved manufacturers are Schlage, LCN, Von Duprin, Desco, Hager, Ives, Rockwood, and Pemko. a. Locks shall be Schlage B -Series 6 -pin cylinder with E- keyway only. No substitutions. Key to match County keying system. C- keyway may not be used. b. Standard locksets and leversets shall be Schlage D- series. Use L- Series where scheduled. C. Standard pulls shall be Rockwood Barrier -Free series or County approved equal. COLLIER COUNTY VERTICAL STANDARDS 00810 -13 M COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A d. Standard closers shall be LCN model 4041 Super Smoothie series, no substitutions. Adjust to meet ADA and FAC requirements. e. Exit Devices shall be Von Duprin, Number 88. No substitutions. f. Exterior threshold shall be Pemko 2005 with raised vinyl seal, or exact equal. Do not use flush or saddle -type threshold at exterior locations. 4. All keys shall be brass. Stamp keys "DO NOT DUPLICATE ". Discard construction keys and re -key entrance lock after final acceptance. 5. Adjust hardware for proper operation, including adjustment of levers and closers to comply with ADA and Florida Accessibility Code requirements. 6. Check adjustments after 90 days use and readjust as needed. 08800- GLAZING A. Glazing shall comply with referenced codes including FBC requirements for hazardous locations and for 140 mph wind loads. B. Exterior glazing shall be either tinted or reflective as noted in the project specifications and/or drawings. C. Exterior glazing shall be impact resistant laminated glass complying with Dade County standards for impact resistant glazing. DIVISION 9- FINISHES 09000- GENERAL A. Comply with codes and referenced standards listed in Division 1, including but not limited to FBC. 1. Workmanship shall be proper and neat in appearance conforming to nationally recognized standards and specified tolerances. 2. Work that is not in compliance with referenced codes and standards_ shall be removed and replaced at no extra cost to the County. COLLIER COUNTY VERTICAL STANDARDS 00810 -14 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 09220- PORTLAND CEMENT PLASTER 10A ��No A. Standards: Comply with PCA 'Portland Cement Plaster Manual' and applicable ASTM/USG requirements and recommendations. B. Use PVC accessories throughout, including comer beads, casing beads, expansion joints, and perforated vent strips. Metal trim shall not be used. 1. Provide bonding agent at concrete substrates. 2. Use galv. self-furring lath with 15# felt underlayment where over a framed substrate. 3. Provide expansion joints as recommended in referenced standards, where abutting dissimilar materials, and as needed to prevent cracking. Lath shall be discontinuous at expansion joints and control joints. C. Install all trim straight, plumb, and level. Install stucco finishes with a tolerance not to exceed 1/4" in 10' -0" or 1/8" in 4' -0" in any direction when measured with a 10' -0" straightedge. 1. Panels with visible rough textures or scaffold lines will not be accepted. D. Thickness shall be not less than 5/8" thick (2 -coat) on cmu and concrete, and not less than 7/8" thick (3 -coat) on galv. metal lath 09261- GYPSUM BOARD ASSEMBLIES A. Comply with FBC, Gypsum Association, USG, and UL requirements and recommendations, the requirements of Division 1, and manufacturers specific instructions. B. Provide 5/8" type -X gypsum board at rated locations and '/2" gypsum board at other interior locations. 1. Do not use gypsum board products at exterior locations. C. Provide a smooth finish suitable for painting on all exposed surfaces. Visible tape or sanding marks in work will not be accepted. Contractor may provide smooth hardcoat in lieu of smooth drywall finish. 1. Use screw fasteners throughout. COLLIER COUNTY VERTICAL STANDARDS 00810 -15 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA ION 2. Trim drywall at external corners with plastic corner beads. 09310- CERAMIC TILE A. Comply with Tile Council of America (TCA) standards and details. 1. Tile joints are to be aligned and straight, plumb, level, and true, with equally spaced cut units at ends. B. Floor tile shall be porcelain ceramic tile. All grout shall be sealed. C. Provide product certificate indicating the coefficient of friction complies with ADA requirements for both wet and dry conditions. D. Tile base and all corners shall be sanitary cove style. Floors must slope towards drains. 09900- PAINTING A. Use Sherwin - Williams "ProMar" 200 and A -100 series, S -W Industrial Enamel, and related premium S -W products throughout. 1. All color selections shall be standard SW colors. 2. Provide a typed Paint and Color schedule for each building. This record shall include the job name, job location, date contractors name, the material manufacturer's name, product name, color name and number, and color formula. A copy of this record shall be delivered to the Facilities Management Contract Manager at the end of the work. A duplicate copy shall be bound into the Closeout Documents. B. Provide primer plus two finish coats on all wood, gypsum board, concrete and stucco finishes. C. Provide two coats of rust inhibitive primer on all surfaces of metal doors and frames and prior to installation, then 2 finish coats of S -W industrial enamel on exposed metal surfaces. D. Topcoat shall be either S -W eggshell, semi - gloss, or full- gloss. Do not use flat paint as top coat at any location. COLLIER COUNTY VERTICAL STANDARDS 00810 -16 COLLIER COUNTY UTILITIES OPERATIONS CENTER ®� b NAPLES, FLORIDA' E. Deliver materials to site in unopened containers with manufacturers labels. Protect adjacent finishes and materials, prepare surfaces, and apply materials in strict accordance with manufacturers recommendations and instructions. Verify material compatibility with substrates. Do not apply paint to wet or damp materials. Do not paint exterior surfaces in the rain. All coats shall be thoroughly dry before applying succeeding coats. F. Provide temporary barricades,'WET PAINT' signs, and protect all work until dry. Remove masking when finished. Carefully remove paint from materials not intended for paint finish. Clean and touch -up as required. G. All paint finishes must be evenly spread, free of runs, sags, or other defects. DIVISION 10- SPECIALTIES 10000- GENERAL A. SBC, ADA, and requirements of Division 1 apply to work of this section. 10520- FIRE EXTINGUISHERS AND CABINETS A. Comply with ADA requirements. Provide extinguishers of the types and sizes where required by NFPA 10 and local AHJ, but not less than one 2A:IOB:C unit near each required egress door. 1. Use either semi - recessed or fully- recessed cabinets for all units located in occupied interior rooms. Interior cabinets shall have unlocked hinged door with tempered glass view panel. 2. Provide standard bracket - mounted extinguishers without cabinet at enclosed unoccupied utility rooms, mechanical rooms, storage rooms, and similar service areas. DIVISION 11- EQUIPMENT 11000- GENERAL A. Comply with the requirements of Division 1. B. All equipment shall be commercial grade. COLLIER COUNTY VERTICAL STANDARDS 00810 -17 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1V 0 • DIVISION 12- FURNISHINGS 12000- GENERAL A. ADA, NFPA, OSHA, and the requirements of Division 1 apply to work of this section. DIVISION 13- SPECIAL CONSTRUCTION 13000- GENERAL A. FBC, NFPA, OSHA, and the requirements of Division 1 apply to work of this section. DIVISION 14- CONVEYING SYSTEMS- not applicable DIVISION 15- MECHANICAL 15000- GENERAL A. Requirements of Division 1, Standard Plumbing and Mechanical Codes, NEC, NFPA, AMSE, State Board ofHealth Sanitary Code, OSHA, ASHRAE, AMCA, SMACNA, UL, Florida Energy Code, and Collier County Government Vertical Construction Standards apply to work of this section. B. All materials and equipment provided shall be assembled, erected, and installed in such a manner as to insure proper operation of the system of which they are a part, including air - handlers, temperature controls, chillers, and electrical services. Equipment, devices, and accessories, not covered by Codes and/ or Standards governing their installation shall be installed in strict accordance with the manufacturers' printed instructions. C. All shop drawings submittals, equipment listings, etc. will be reviewed by Facility Management personnel for their approval. Also after the installation is complete, this group shall review the contractor's commissioning plan and approve the testing and balancing results. After tests and commissioning work is approved the equipment shall be officially accepted by Collier County, warranty and guarantee periods shall begin, and the equipment shall be turned over to Collier County in operating condition. COLLIER COUNTY VERTICAL STANDARDS 00810 -18 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 15001- MECHANICAL SYSTEM DESIGN REQUIREMENTS A. The HVAC system shall be designed in accordance with the above referenced codes and standards and the requirements and specifications of the building. B. Indoor Air Quality; All buildings shall employ ASHRAE Standard 62, Ventilation for Acceptable Air Quality for building outdoor air. C. Air conditioning system must provide a positive pressure throughout the building. D. Coordinate with the work of other trades to insure access panels are provided at all required locations. 15002- AS -BUILT DRAWINGS A. Contractor must provide accurate and updated as -built drawings detailing all mechanical installations shown as they are actually installed. 15081- DUCT INSULATION A. All ducts shall be externally insulated. There shall be no fiberglass material in the air stream. 15400- PLUMBING- GENERAL A. Provide plumbing fixtures and restroom facilities indicated, but not less than as follows: 1. Exterior Requirements; Each building will have at least one (1) hose bib per exterior wall, spaced at not more than 100' -0" o.c. Hose bibs shall have removable metal T- handles, not plastic handles. All hose bibs shall have a vacuum breaker and shall be firmly secured to the building. Provide recessed unit where installed in exterior walls directly abutting exterior walkways. Isolate copper materials from cementitious materials to prevent deterioration. 2. HVAC Equipment Rooms; Provide at least one (1) hose bib and one (1) floor drain in each HVAC Equipment Room. 3. All Mechanical Rooms shall be air conditioned and fitted with sufficient floor drains to allow for drainage of any leaks, condensation, or spillage. 4. Janitorial Closets; Each building shall have one (1) janitorial closet for every 10,000 sq. ft. The room will contain a water heater, floor mop sink, shelves, floor drain, at least one (1) electrical outlet, and sufficient lighting to illuminate room. COLLIER COUNTY VERTICAL STANDARDS 00810 -19 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA O 15411- WATER DISTRIBUTION PIPING A. All pipes shall have appropriate shutoff valves located near fixtures to allow for shutoff without shutting down entire systems. Locate valve at fixture, at access panel, or above readily accessible ceiling tile. B. All pipes and fixtures shall have immediate and sufficient access through walls and obstructions to facilitate maintenance and repair. C. All pipes shall have sufficient cleanouts installed to expedite maintenance. D. Insulate all hot water lines. Insulate all exposed drains under sinks in accordance with ADA. Exposed insulation shall be white color; concealed insulation shall be black color. E. Exposed pipes and valves in public restrooms shall be chrome plated. F. Wrap and protect all buried lines to inhibit corrosion where in contact with concrete. 15440- PLUMBING FIXTURES A. Acceptable Product Manufacturers: 1. Lavatories, Service Sinks, Water Closets, Urinals: a. American Standard. b. Crane Co. C. Elj er Plumbingware Div. d. Kohler Co. 2. Stainless Steel Sinks: a. American Standard. b. Elkay Mfg. Co. C. Dayton. 3. Faucets: a. American Standard. b. Chicago Faucet Co. C. Delta Faucet Co. d. Eljer Plumbingware Div. e. Kohler Co. f. T & S Brass. g. Speakman. COLLIER COUNTY VERTICAL STANDARDS 00810 -20 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 A NAPLES, FLORIDA 4. Flush Valves: a. Sloan Valve Co.(Royal only) 5. Water Closet Seats: open front; a. Bemis Mfg. Co. b. Beneke Corp. C. Forbes -Wright Industries, Inc.; Church Products. d. Olsonite Corp.; Olsonite Seats. 6. Fixture Supports: a. Josam Mfg. Co. b. Kohler Co. C. Tyler Pipe. d. Zurn Industries, Inc.; Hydomechanics Div. B. All plumbing fixtures shall be white color. C. Faucets and trim shall be chrome plated brass. - 15530- REFRIGERANT PIPING A. All piping shall be type "K" copper piping. All elbow piping shall be of long radius to increase flow and prevent restrictions. All taps, tees, joints, oil - traps, and other connections shall be made only with appropriate fittings designed and selected for the use of the piping system. All connections shall have brazed joints. 15783- SPLIT - SYSTEM HVAC UNITS A. Split - system HVAC units shall be matched units provided by the same manufacturer. Approved manufacturers are Carrier, Trane, and Weatherking. B. Air Cooled Condensers 1. All air cooled condensers shall be concealed from view from the front or sides of the building. Condensers shall be located in a dry, dust -free environment separated from landscaping and maintained lawns and not confined in an enclosed area. Provide bronzeglow protective finish where units are located within one mile of the coast. Do not locate exterior units directly under the edge of a roof overhang or roof valley. COLLIER COUNTY VERTICAL STANDARDS 00810 -21 COLLIER COUNTY UTILITIES OPERATIONS CENTER + NAPLES, FLORIDA 2. Provide sufficient clear area around the unit to for maintenance and free air circulation without recirculation. Confirm the manufacturers minimum recommended clearances between units and walls prior to construction. In no cases shall units be placed closer than two (2) feet from an adjacent wall nor closer than three (3) feet between units. Provide additional clear areas for servicing as recommended by the manufacturer, but not less than (5) feet on service side, plus a minimum five (5) foot by five (5) foot clear work area. The work are must be a hard surface such as on a concrete pad or pavement. C. Air Handling Units; Provide double -wall Air Handler Units with sloped "IAQ" drain pans. 15812- FIBROUS -GLASS DUCTWORK A. Fiberglass duct systems are not allowed. 15815- METAL DUCTWORK A. All supply and return ductwork shall be externally insulated galvanized sheet metal with no fiberglass insulation in the air- stream. All exhaust fan ducts and outdoor air ducts shall be aluminum with external insulation. B. Ductwork Accessories; All materials needed such as anchors, hangers, screws, canvas connectors, "S "and "Drive" cleats, duct sealant shall be properly installed as to insure proper safe operation of system. 15817- VIBRATION AND NOISE CONTROL A. All units shall be equipped with proper vibration control springs and/or pads specified by manufacturer to minimize vibration and noise. B. Mechanical rooms adjacent to offices must be quiet operating and sound levels shall be abated and subdued with insulation and silencers so that the pressure levels within three feet from any surface on the chiller and within the mechanical room do not exceed 90DB. C. Coordinate with the work of other trades as required to insure adequate sound attenuation of all equipment. Provide full height partitions and sound batt insulation at all mechanical room walls. Seal all wall penetrations, and provide continous seal at top, bottom, ends and all edges of mechanical room walls. COLLIER COUNTY VERTICAL STANDARDS 00810 -22 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 15861- AIR FILTERS A. All air handling units should have clean pleated filters, min 2" thick, 25% to 3 5% efficient per ASHRAE 52. _._ B. Install filter grilles at all returns. 15990- TESTING, ADJUSTING, AND BALANCING A. All air handlers shall be properly balanced at designed static pressure of the unit manufacturer. Each zone should be properly balanced. 1. Provide written qualifications of all personnel used to perform any testing, adjusting, or balancing on site. Provide written certification to the County that work - was done on site. 2. Install clean filters at AHU and at all R/A grilles prior to testing and balancing. 15991- FINAL CLEANING AND ACCEPTANCE A. Special care should be taken during construction as to not let any foreign particles into the occupied area air stream. . 1. The Contractor shall clean all AHU coils and replace all filters prior to final acceptance. B. The Owner, Engineer, and Contractor shall meet on -site and review the As -built Plans, Test and Balance Report, the Manufacturers Operation manuals, and the Maintenance manuals and instructions prior to acceptance. DIVISION 16- ELECTRICAL 16000- GENERAL A. Standards; Requirements of Division 1, the National Electric Code, NFPA, NEMA, and UL apply to work of this section. 16001- AS -BUILT DRAWINGS A. The Contractor shall provide accurate and updated as -built drawings detailing all electrical installations, to include outlets, shown as they are actually installed. COLLIER COUNTY VERTICAL STANDARDS 00810 -23 COLLIER COUNTY UTILITIES OPERATIONS CENTER ION NAPLES, FLORIDA 16003- SPECIAL EQUIPMENT ROOM REQUIREMENTS A. All mechanical rooms shall be fitted with at least one (1) 20 amp electrical outlet 115 volt single phase. 16075- IDENTIFICATION A. Provide neatly typed panel schedules identifying all circuits in all new and renovated work. B. All panels and switchgear shall be identified with engraved plastic signs indicating same designation shown on the as -built plans. 16120- CONDUCTORS AND CABLES A. Only T.H.H.N. or equivalent copper wire shall be used in any electrical wiring. B. Neutrals shall be installed using one of two approved methods: Install separate neutrals with circuits. 2. Install oversized neutrals. C. Raceways and Raceway Fittings shall be thin wall EMT type steel conduits for indoor use, intermediate metal IMC steel type for exposed outdoor use All raceways shall be complete with fittings specifically designed for use with the associated raceways. Flexible metallic and PVC are acceptable. D. Junction, Outlet, and Pull Boxes Shall be constructed of code gauge sheet steel, galvanized or sheradized or otherwise rust proofed, and sized in accordance with the NEC per number of devices and wires within the boxes or the number and sizes of conduits entering the boxes. Outlet boxes shall have suitable cover plates or devices mounting plates as required for its associated device and/or accessory. Junction and pull boxes shall have blank steel covers bolted to the boxes. E. Sleeves for pipe and conduit penetrations through concrete or masonry was shall be minimum No. 22 gauge sheet steel. 16140- DEVICES A.. All receptacles shall be fifteen (15) amp- twenty (20) amp combination devices. COLLIER COUNTY VERTICAL STANDARDS 00810 -24 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A B. The color of all switches, cover plates, fixtures, devices, exit lights, emergency lights, etc. shall be White. Trim shall be white color, aluminum, brushed aluminum, or chrome. 16452- GROUNDING A. Pull ground wire with all circuits. B. Ground runs shall be a minimum of sixteen (16 ) feet. 16476- DISCONNECT SWITCHES AND CIRCUIT BREAKERS A. All circuit breakers shall be either Square D or ITE type breakers. B. Wafer style breakers shall not be used in new construction. 16478 - TRANSIENT VOLTAGE SUPPRESSION A. Provide appropriate surge suppression devices for all buildings. 16512- EMERGENCY LIGHTING A. Emergency lights shall be low - profile surface mounted dual head units, white color. 16513- EXIT SIGNS A. Exit signs shall not contain any radioactive materials. B. Exit signs shall be white with brushed aluminum faces. Stencils shall be green. 16521- EXTERIOR LIGHTING A. Exterior fixtures shall have high pressure sodium lamps with standard mogul bases. Acceptable sizes are limited to 150, 250, and 400 watt lamps. END OF VERTICAL STANDARDS VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida COLLIER COUNTY VERTICAL STANDARDS 00810 -25 COLLIER COUNTY UTILITIES OPERATIONS CENTER JOA NAPLES, FLORIDA SECTION 01 027 - APPLICATIONS FOR PAYMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY - A. This Section specifies administrative and procedural requirements governing the Contractor's Applications for Payment. -` B. Related Sections: The following Sections contain requirements that relate to this Section. 1. Schedules: The Contractor's Construction Schedule and Submittal Schedule are specified in Division I Section "Submittals." 1.3 SCHEDULE OF VALUES A. Format and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of the Architect. C. Project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of Work. C. Name of subcontractor. d. Name of manufacturer or fabricator. C. Name of supplier. APPLICATIONS FOR PAYMENT 01027-1 10A ` -40 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA f. Change Orders (numbers) that affect value. g. Dollar value- direct materials purchased, including sales tax. h. Dollar value-delivery, storage, assembly, installation, labor and all otherrelated costs, except direct purchase amounts. 3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Break principal subcontract amounts down into several line items. 4. Round amounts to nearest whole dollar; the total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on -site and items stored off -site. Include requirements for insurance and bonded warehousing, if required. 6. Schedule Updating: Update and resubmit the Schedule of Values prior to the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.4 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements. B. Application Preparation: Complete every entry on the form. Include execution by a person authorized to sign legal documents on behalf of the Contractor. The Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and the Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application. C. Transmittal: Submit 6 signed and notarized original copies of each Application for Payment to the Architect. Two copies shall include waivers of liens. APPLICATIONS FOR PAYMENT 01027-2 OA U COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to the Architect. _ D. Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanics liens from subcontractors, sub - subcontractors and suppliers for the construction period covered by the previous application. 1. Submit partial waivers on each item for the amount requested, prior to deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. The Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Delays: Submit each Application for Payment with the Contractor's waiver of mechanics lien for the period of construction covered by the application. _. a. Submit final Applications for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. 5. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to the Owner. E. Initial Application for Payment: Administrative actions and submittals, that must precede or coincide with submittal of the first Application for Payment, include the following: 1. List of subcontractors. 2. List of principal suppliers and fabricators. 3. Schedule of Values. 4. Contractor's Construction Schedule. 5. Schedule of unit prices. 6. Submittal Schedule (preliminary if not final). 7. List of Contractor's staff assignments. 8. Copies of building permits. F. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment. 1. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. APPLICATIONS FOR PAYMENT 01027-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 2. Administrative actions and submittals that shall precede or coincide with this application include: a. Occupancy permits and similar approvals. b. Warranties (guarantees) and maintenance agreements. C. Test/adjust/balance records. d. Maintenance instructions. e. Startup performance reports. f. Changeover information related to Owner's occupancy, use, operation, and maintenance. g. Final cleaning. h. Advice on shifting insurance coverages. i. List of incomplete Work, recognized as exceptions to Architect's Certificate of Substantial Completion. I. Final Payment Application: Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following: 1. Completion of Project closeout requirements. 2. Completion of items specified for completion after Substantial Completion. 3. Ensure that unsettled claims will be settled. 4. Ensure that incomplete Work is not accepted and will be completed without undue delay. 5. Transmittal of required Project construction records to the Owner. 6. Certified property survey. 7. Proof that taxes, fees, and similar obligations were paid. 8. Removal of temporary facilities and services. 9. Removal of surplus materials, rubbish, and similar elements. 10. Change of door locks to Owner's access. END OF SECTION 01027 VICTOR J. LATAVISH ARCHITECT, PA Naples, Florida APPLICATIONS FOR PAYMENT 01027-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01030 - ALTERNATES 1.1 A. 1.2 A. RELATED DOCUMENTS 10 A wM Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. =k&Myn�� This Section includes administrative and procedural requirements governing Alternates. 1.3 DEFINITIONS A. Definition: An alternate is an amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate the Alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent Work as necessary to completely and fully integrate that Work into the Project. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not-mentioned as part of the Alternate. B. Notification: Immediately following the award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate whether alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other Work of this Contract. PART 2- PRODUCTS (Specified elsewhere in the Contract Documents) ALTERNATES 01030-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER 1 NAPLES, FLORIDA PART 3- EXECUTION 3.1 SCHEDULE OF ALTERNATES Alternate Number 1: Add Fire Alarm and related work Alternate Number 2: Replace all existing window framing and glazing, doors, door frames, door glazing, hardware, and overhead doors. Replacement units shall be impact -rated and shall comply with current FBC requirements including Ch 16. Shop drawings and NOA submittals are required. Wind pressures are indicated on the drawings. Alternate Number 3: Del 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. END OF SECTION 01030 ete the following items: Delete casework and sink in Rm NE 207 Delete casework and sink in Rm SE 113 Delete casework and sink in Rm NW 202 Delete all steel bollards, detail 8 & 9 /Al 1 Delete two OHD -24 units Delete requirement for impact- rated exterior curtainwall and substitute storefront with removable impact -rated shutters Delete window blinds Delete acoustic wall panels, detail 9/A -12 Delete RC -1 resilient channel, partition legend' L" Delete knee wall cap, partition legend `P' Delete interior storefront and laminated glass at counter in Lobby NE 101 Delete range hoods, vents, and related fire suppression systems at Room NW202; provide base and wall cabinets in lieu of opening for range and hood. Delete all WS wash sink units and related piping Delete all AD area drains and related piping Delete recessed floor malts Delete specified cast plaque Delete markerboards Delete tackboards Delete lockers Delete locker base and CT finish, detail 2 /A10; provide CT floor and base Bidder shall provide line item unit -cost for each listed alternate item with bid. ALTERNATES 01030-2 U'A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01035 - MODIFICATION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing contract modifications. 1.3 MINOR CHANGES IN THE WORK A. The Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or Contract Time, on AIA Form G710, Architect's Supplemental Instructions. 1.4 CHANGE ORDER PROPOSAL REQUESTS A. Owner - Initiated Proposal Requests: The Architect will issue a detailed description of proposed changes in the Work that will require adjustment to the Contract Sum or Contract Time. If necessary, the description will include supplemental or revised Drawings and - Specifications. 1. Proposal requests issued by the Architect are for information only. Do not consider them as an instruction either to stop work in progress or to execute the proposed change. 2. Within 20 days of receipt of a proposal request, submit an estimate of cost necessary to execute the change to the Architect for the Owner's review. a. Include a list of quantities of products required and unit costs, with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. MODIFICATION PROCEDURES 01035-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA l0A C. Include a statement indicating the effect the proposed change in the Work will have on the Contract Time. B. Contractor - Initiated Proposals: When latent or unforseen conditions require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Architect. 1. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and Contract Time. 2. Include a list of quantities of products required and unit costs, with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Comply with requirements in Section "Product Substitutions" if the proposed change requires substitution of one product or system for a product or system specified. C. Proposal Request Form: Use AIA. Document G709 for Change Order Proposal Requests. 1.5 ALLOWANCES A. Allowance Adjustment: For allowance -cost adjustment, base each Change Order Proposal on the difference between the actual purchase amount and the allowance, multiplied by the final measurement of work -in- place. Where applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs in the purchase amount only where indicated as part of the allowance. 2. When requested, prepare explanations and documentation to substantiate the margins claimed. 3. Submit substantiation of a change in scope of work claimed in the Change Orders related to unit -cost allowances. 4. The Owner reserves the right to establish the actual quantity of work -in -place by independent quantity survey, measure, or count. MODIFICATION PROCEDURES 01035-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or the Contractor's handling, labor, installation, overhead, and profit. Submit claims within 21 days of receipt of the Change Order or Construction Change Directive authorizing work to proceed. The Owner will reject claims submitted later than 21 days. 1. Do not include the Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in Contract Documents. 2. No change to the Contractor's indirect expense is permitted for selection of higher or lower -priced materials or systems of the same scope and nature as originally indicated. 1.5 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: When the Owner and the Contractor disagree on the terms of a Proposal Request, the Architect may issue a Construction Change Directive on AIA Form G714. The Construction Change Directive instructs the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. The Construction Change Directive contains a complete description ofthe change in the Work. It also designates the method to be followed to determine change in the - Contract Sum or Contract Time. B.- Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. 1.7 CHANGE ORDER PROCEDURES A. Upon the Owner's approval of a Proposal Request, the Owner will issue a Change Order for signatures of the Architect and the Contractor. END OF SECTION 01035 VICTOR J. LATAVISH ARCHITECT, P.A. MODIFICATION PROCEDURES 01035-3 10A. COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01040 - COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following: 1. General project coordination procedures. 2. Conservation. 3. Coordination Drawings. 4. Administrative and supervisory personnel. 5. Cleaning and protection. 1.3 COORDINATION A. Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair. 3. Make provisions to accommodate items scheduled for later installation. B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. COORDINATION 01040-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER �+ NAPLES, FLORIDA 1. Prepare similar memoranda for the Owner and separate contractors where coordination of their work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Project closeout activities. D. Conservation: Coordinate construction operations to assure that operations are carried out with consideration given to conservation of energy, water, and materials. 1.4 SUBMITTALS A. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities. Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components. B. Staff Names: Within 15 days of commencement of construction operations, submit a list of the Contractor's principal staff assignments, including the superintendent and other personnel in attendance at the Project Site. Identify individuals and their duties and responsibilities. List their addresses and telephone numbers. PART 2 - PRODUCTS (Specified in Division 2 thru 16) PART 3 - EXECUTION 3.1 GENERAL COORDINATION PROVISIONS A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose. COORDINATION 01040-2 l 0 A } COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.2 CLEANING AND PROTECTION A. Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration at Substantial Completion. B. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects. C. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Protect materials from vandalism and theft. END OF SECTION 01040 R VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida COORDINATION 01040-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01045 - CUTTING AND PATCHING PART 1 - GENERAL 1.1 RELATED DOCUMENTS lOP A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for cutting and patching. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Coordination" for procedures for coordinating cutting and patching with other construction activities. 2. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. Requirements of this Section apply to mechanical and electrical installations. Refer to Division 15 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations. 1.3 QUALITY ASSURANCE A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load - carrying capacity or load- deflection ratio. B. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety. C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction cut and patched in a visually unsatisfactory manner. CUTTING AND PATCHING 01045-1 ++�1 COLLIER COUNTY UTILITIES OPERATIONS CENTER � O NAPLES, FLORIDA 1. If possible retain the original Installer or fabricator to cut and patch the exposed Work listed below. If it is impossible to engage the original Installer or fabricator, engage another recognized experienced and specialized firm. 1.4 WARRANTY A. Existing Warranties: Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing. PART2- PRODUCTS 2.1 MATERIALS, GENERAL A. Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible if identical materials are unavailable or cannot be used. Use materials whose installed performance will equal or surpass that of existing materials. PART 3 - EXECUTION 3.1 INSPECTION A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting. If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding. 1. Before proceeding, meet at the Project Site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 3.2 PREPARATION A. Temporary Support: Provide temporary support of work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. CUTTING AND PATCHING 01045-2 10A". COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. 3.3 PERFORMANCE A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting -- and patching at the earliest feasible time and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. B. Cutting: Cut existing construction using methods least likely to damage elements retained or adjoining construction. Where possible, review proposed procedures with the original Installer; comply with the original Installer's recommendations. 1. In general, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine, such as a Carborundum saw or a diamond -core drill. 4. Comply with requirements of applicable Division 2 Sections where cutting and patching requires excavating and backfzlling. 5. Where services are required to be removed, relocated, or abandoned, by -pass utility services, such as pipe or conduit, before cutting. Cut -off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal the remaining portion ofpipe or conduit to prevent entrance of moisture or other foreign matter after by- passing and cutting. C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. CUTTING AND PATCHING 01045-3 11 . COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Where removing walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing the patch after the area has received primer and second coat. 4. Patch, repair, or rehang existing ceilings as necessary to provide an even -plane surface of uniform appearance. 3.4 CLEANING A. Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar. features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. END OF SECTION 01045 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida CUTTING AND PATCHING 01045-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA SECTION 01200 - PROJECT MEETINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for project meetings, including, but not limited to, the following: 1. Preconstruction conference. 2. Progress meetings. 3. Other meetings as required for coordination of the work. 1.3 PRECONSTRUCTION CONFERENCE A. Owner will schedule a preconstruction conference before starting construction, at a time convenient to the Architect and the Contractor. Hold the conference at the Project Site or agreed location. Conduct the meeting to review responsibilities and personnel assignments. B. Attendees: Authorized representatives of the Owner, Architect, the Contractor and its superintendent; major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work. C. Agenda: Discuss items of significance that could affect progress, including the following: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Tentative construction schedule. Critical work sequencing. Designation of responsible personnel. Procedures for processing field decisions and Change Orders Procedures for processing Applications for Payment. Distribution of Contract Documents. Submittal of Shop Drawings, Product Data, and Samples. Preparation of record documents. Use of the premises. Parking availability. PROJECT MEETINGS 01200-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 11. Office, work, and storage areas. 12. Equipment deliveries and priorities. 13. Safety procedures. 14. First aid. 15. Security. 16. Housekeeping. 17.. Working hours. 1.4 PREINSTALLATION CONFERENCES l0A - A. The General Contractor shall conduct a preinstallation conference at the Project Site before each construction activity that requires coordination with other construction. B. Attendees: The Installer and representatives of manufacturers and fabricators involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise the Architect of scheduled meeting dates. 1. Review the progress of other construction activities and preparations for the particular activity under consideration at each preinstallation conference, including requirements for the following: a. Contract Documents. b. Options. C. Related Change Orders. d. Purchases. e. Deliveries. i Shop Drawings, Product Data, and quality - control samples. g. Review of mockups. h. Possible conflicts. i. Compatibility problems. j. Time schedules. k. Weather limitations. 1. Manufacturer's recommendations. m. Warranty requirements. n. Compatibility of materials. o. Acceptability of substrates. p. Temporary facilities. q. Space and access limitations. r. Governing regulations. S. Safety. t. Inspecting and testing requirements. u. Required performance results. PROJECT MEETINGS 01200-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.5 A. B. 1.6 V. Recording requirements. W. Protection. 10A 2. Record significant discussions and agreements and disagreements of each conference, and the approved schedule. Promptly distribute the record of the meeting to everyone concerned, including the Owner and the Architect. 3. Do not proceed with the installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene the conference at the earliest feasible date. PROGRESS MEETINGS Architects will conduct progress meetings at the Project Site at monthly intervals to review progress of the work with the Owner and Contractor. Schedule Updating: Revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. COORDINATION MEETINGS A. Conduct project coordination meetings at regular intervals convenient for all parties involved. Project coordination meetings are in addition to specific meetings held for other purposes, such as regular progress meetings and special preinstallation meetings. END OF SECTION 01200 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida PROJECT MEETINGS 01200-3 JOA COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01300 - SUBMITTALS PARTI - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following: 1. Contractor's construction schedule. 2. Submittal schedule. 3. Shop Drawings. 4. Product Data. 5. Samples. 6. Quality assurance submittals. B. Administrative Submittals: Refer to other Division 1 Sections and other Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to, the following: 1. Permits. 2. Applications for Payment. 3. Performance and payment bonds. 4. Insurance certificates. 5. List of subcontractors. - 1.3 DEFINITIONS A. Coordination Drawings show the relationship and integration of different construction _. elements that require careful coordination during fabrication or installation to fit in the space provided or to function as intended. B. Field samples are full -size physical examples erected on -site to illustrate finishes, coatings, or finish materials. Field samples are used to establish the standard by which the Work will bejudged. SUBMITTALS - 01300-1 aM COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.4 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination. a. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until all related submittals are received. 3. Processing: To avoid the need to delay installation as a result of the time required to process submittals, allow sufficient time for submittal review, including time for resubmittals. B. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. Provide a space approximately 4 by 5 inches on the label or beside the title block on Shop Drawings to record the Contractor's review and approval markings and the action taken. 2. Include the following information on the label for processing and recording action taken. a. Project name. b. Date. C. Name and address of the Architect. d. Name and address of the Contractor. e. Name and address of the subcontractor. f. Name and address of the supplier. g. Name of the manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. SUBMITTALS 01300-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A C. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from the Contractor to the Architect using a transmittal form. The Architect will not accept submittals received from sources other than the Contractor. 1. On the transmittal, record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including variations and limitations. Include Contractor's certification that information complies with Contract Document requirements. D. Contractors Stamp: All submittals must be stamped with the Contractors shop drawing stamp indicating the submittal has been reviewed by the Contractor. Each stamp must be dated and signed by the Contractor. E. Submittals not bearing the Contractors Stamp, date and signature will be returned without review. F. Portions of submittals not in compliance with the Contract Documents, including referenced standards and codes, shall be clearly marked and identified by the Contractor. 1.5 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Bar -Chart Schedule: Prepare a fully developed, horizontal bar - chart-type, Contractor's construction schedule. Submit within 15 days after the date established for "Commencement of the Work." 1. Provide a separate time bar for each significant construction activity. Provide a continuous vertical line to identify the first working day of each week. Use the same breakdown of units of the Work as indicated in the "Schedule of Values." 2. Within each time bar, indicate estimated completion percentage in 10 percent increments. As Work progresses, place a contrasting mark in each bar to indicate Actual Completion. 3. Prepare the schedule on a sheet, or series of sheets, of stable transparency, or other reproducible media, of sufficient width to show data for the entire construction _ period. 4. Secure time commitments for performing critical elements of the Work from parties involved. Coordinate each element on the schedule with other construction activities; include minor elements involved in the sequence of the Work. Show each activity in proper sequence. Indicate graphically the sequences necessary for completion of related portions of the Work. SUBMITTALS 01300-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA 5. Coordinate the Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittal Schedule, progress reports, payment requests, and other schedules. 6. Indicate completion in advance of the date established for Substantial Completion. Indicate Substantial Completion on the schedule to allow time for the Architect's procedures necessary for certification of Substantial Completion. B. Schedule Updating: Revise the schedule after each meeting, event, or activity where revisions have been recognized or made. Issue the updated schedule concurrently with the report of each meeting. 1.6 SHOP DRAWINGS A. Submit required shop drawings for the Work of this Contract, with information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing. B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. 6. Final Submittal: Submit 6 blue- or black -line prints. The Architect will retain 2 prints and return the remainder. 7. Do not use Shop Drawings without an appropriate final stamp indicating action taken. SUBMITTALS 01300-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.7 PRODUCT DATA A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams, and performance curves. 1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information. Include the following information: a. Manufacturer's printed recommendations. b. Compliance with trade association standards. C. Compliance with recognized testing agency standards. d. Application of testing agency labels and seals. e. Notation of dimensions verified by field measurement. f. Notation of coordination requirements. 2. Submittals: Submit 6 copies of each required submittal. The Architect will retain two copies and will return the other copies marked with action taken and corrections or modifications required. a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. 3. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms. 1.8 SAMPLES A. Submit Samples as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. 1. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics, submit 3 sets. The Architect will return one set marked with the action taken. 2. Maintain sets of Samples, as returned, at the Project Site, for quality comparisons throughout the course of construction. SUBMITTALS 01300-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1 oA, 1.9 QUALITY ASSURANCE SUBMITTALS A. Submit quality - control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality- control submittals as required under other Sections of the Specifications. B. Certifications: Where other Sections of the Specifications require certification that a product, material, or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements. Signature: Certification shall be signed by an officer of the manufacturer or other individual authorized to sign documents on behalf of the company. C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies are specified in Division 1 Section "Quality Control." 1.10 ARCHITECT'S ACTION A. Except for submittals for the record or information, where action and return is required, the Architect will review each submittal, mark to indicate action taken, and return promptly. Compliance with specified characteristics is the Contractor's responsibility. B. Action Stamp: The Architect will stamp each submittal with a uniform, action stamp. The Architect will mark the stamp appropriately to indicate the action taken, as follows: Final Unrestricted Release: When the Architect marks a submittal "Reviewed," the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance. 2. Final- But - Restricted Release: When the Architect marks a submittal "Approved as Noted," the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents. Final payment depends on that compliance. 3. Returned for Resubmittal: When the Architect marks a submittal " Revise and Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise orprepare a new submittal according to the notations; resubmit without delay. Repeat if necessary to obtain different action mark. a. Do not use, or allow others to use, submittals marked " Revise and Resubmit" at the Project Site or elsewhere where Work is in progress. SUBMITTALS 01300-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER' NAPLES FLORIDA 10 4. Other Action: Where a submittal is for information or record purposes or special processing or other activity, the Architect will return the submittal marked "Action Not Required." C. Unsolicited Submittals: The Architect will return unsolicited submittals to the sender without action. END OF SECTION 01300 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida SUBMITTALS 01300-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01400 - QUALITY CONTROL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality - control services. B. Quality - control services include inspections, tests, and related actions, including reports performed by Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement activities performed by Architect. C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements. D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products. 1. Specific quality- control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified inspections, tests, and related actions do not limit Contractor's quality - control procedures that facilitate compliance with Contract Document requirements. 3. Requirements for Contractor to provide quality - control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. QUALITY CONTROL 01400-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.3 RESPONSIBILITIES 0 A A. Contractor Responsibilities: Unless otherwise indicated as the responsibility of another identified entity, Contractor shall provide inspections, tests, and other quality- control services specified elsewhere in the Contract Documents and required by authorities having jurisdiction. Costs for these services are included in the Contract Sum. 1. Where individual Sections specifically indicate that certain inspections, tests, and other quality- control services are the Contractor's responsibility, the Contractor shall employ and pay a qualified independent testing agency to perform quality- control services. Costs for these services are included in the Contract Sum. 2. Where individual Sections specifically indicate that certain inspections, tests, and other quality- control services are the Owner's responsibility, the Owner will employ and pay a qualified independent testing agency to perform those services. 3. Where individual Sections specifically indicate that certain inspections, tests, and other quality - control services are the Owner's responsibility, the Owner will engage the services of a qualified independent testing agency to perform those services. Payment for these services will be made from the Inspection and Testing Allowance, as authorized by Change Orders. a. Where the Owner has engaged a testing agency for testing and inspecting part of the Work, and the Contractor is also required to engage an entity for the same or related element, the Contractor shall not employ the entity engaged by the Owner, unless agreed to in writing by the Owner. B. Retesting: The Contractor is responsible for retesting where results of inspections, tests, or other quality- control -services prove unsatisfactory and indicate noncompliance with Contract Document requirements, regardless of whether the original test was Contractor's responsibility. The cost of retesting construction, revised or replaced by the Contractor, is the Contractor's responsibility where required tests performed on original construction indicated noncompliance with Contract Document requirements. C. Duties of the Testing Agency: The independent agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual Sections shall cooperate with the Architect and the Contractor in performance of the agency's duties. The testing agency shall provide qualified personnel to perform required inspections and tests. The agency shall notify the Architect and the Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. QUALITY CONTROL 01400-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA D. Coordination: Coordinate the sequence of activities to accommodate required services with a minimum of delay. Coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests. 1. The Contractor is responsible for scheduling times for inspections, tests, taking samples, and similar activities. 1.4 SUBMITTALS A. Unless the Contractor is responsible for this service, the independent testing agency shall submit a certified written report, in duplicate, of each inspection, test, or similar service to the Architect. If the Contractor is responsible for the service, submit a certified written report, in duplicate, of each inspection, test, or similar service through the Contractor. I . Submit additional copies of each written report directly to the governing authority, when the authority so directs. 2. Report Data: Written reports of each inspection, test, or similar service include, but are not limited to, the following: a. Date of issue. b. Project title and number. C. Name, address, and telephone number of testing agency. d. Dates and locations of samples and tests or inspections. e. Names of individuals making the inspection or test. f. Designation of the Work and test method. g. Identification of product and Specification Section. h. Complete inspection or test data. i. Test results and an interpretation of test results. j. Ambient conditions at the time of sample taking and testing. k. Comments or professional opinion on whether inspected or tested Work complies with Contract Document requirements. 1. Name and signature of laboratory inspector. M. Recommendations on retesting. 1.5 QUALITY ASSURANCE A. Qualifications for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, that are prequalified as complying with the American Council of Independent Laboratories' "Recommended Requirements for Independent Laboratory Qualification" and that specialize in the types of inspections and tests to be performed. QUALITY CONTROL 01400-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1. Each independent inspection and testing agency engaged on the Project shall be authorized by authorities having jurisdiction to operate in the state where the Project is located. END OF SECTION 01400 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida QUALITY CONTROL 01400-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01420 - REFERENCES PART 1 - GENERAL 1.1 A. 1.2 RELATED DOCUMENTS 10A q a Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved ": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. Specifically, submittal approval is conditional upon full compliance with the requirements of the Contract Documents, or when deviations from the Documents are clearly noted in red and circled in red on submittals. Deviations not marked in red shall be deemed non - approved and non - compliant . C. "Directed ": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed." D. "Final Completion ": Final acceptance of the Work made by both the Owner and Architect after final completion of all punchlist work and receipt of all closeout documents. E. "Indicated ": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," illustrated ", "scheduled," and "specified" have the same meaning as "indicated." F. "Regulations ": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. G. "Furnish ": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. REFERENCES 01420-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA ION H. "Install ": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. I. `Provide ": Furnish and install, complete and ready for the intended use. J. 'Installer ": Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub - subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. K. "Experienced ": When used with an entity, "experienced" means having successfully completed a minimum of 10 previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. L. "Substantial Completion ": In addition to requirements of the General Conditions, the work will be deemed to be substantial complete upon receipt or completion of the following items: 1. Certificate of Occupancy from AHJ, unless delayed due to incomplete portion(s) of work for which the Contractor has no control; i.e. Owner contracts separately for inspection- dependent work. 2. Contractors comprehensive punchlist listing incomplete work 3. Final Cleaning 4. Test and Balance report 5. Owners instructions for HVAC system 6. Certificate of Substantial Completion signed by Architect, Owner, and Contractor M. 'Project Site ": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. C�Ir ia W-11tr11"..7�7.`] A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. REFERENCES 01420-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A *"T .1 am C. Conflicting Requirements: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. D. Copies of Standards: Each entity engaged in construction on Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source and make them available on request. END OF SECTION 01420 VICTOR J. LATAVISH ARCHITECT, PA NAPLES, FLORIDA REFERENCES 01420-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1 0 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for construction facilities and temporary controls, including temporary utilities, support facilities, and security and protection. B. Temporary utilities include, but are not limited to, the following: 1. Water service and distribution. 2. Temporary electric power and light. 3. Telephone service. 4. Sanitary facilities. C. Support facilities include, but are not limited to, the following: 1. Field offices and storage sheds. 2. Temporary enclosures. 3. Hoists. 4. Temporary project identification signs and bulletin boards. 5. Waste disposal services. 6. Construction aids and miscellaneous services and facilities. D. Security and protection facilities include, but are not limited to, the following: 1. Barricades. 2. Warning signs 1.3 QUALITY ASSURANCE A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to, the following: 1. Building code requirements. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-1 nA *!1 S C ENT V COLLIER COUNTY UTILITIES OPERATION "'4 ER NAPLES, FLORIDA 2. Health and safety regulations. 3. Utility company regulations. 4. Police, fire department, and rescue squad rules. 5. Environmental protection regulations. B. Standards: Comply with NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations," ANSI A10 Series standards for "Safety Requirements for Construction and Demolition," and NECA Electrical Design Library "Temporary Electrical Facilities." I. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70 "National Electric Code." 1.4 PROJECT CONDITIONS A. Temporary Utilities: Prepare a schedule indicating dates for implementation and termination of each temporary utility. At the earliest feasible time, when acceptable to the Owner, change over from use of temporary service to use of permanent service. B. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Relocate temporary services and facilities as the Work progresses. Do not overload facilities or permit them to interfere with progress. Take necessary fire- prevention measures. Do not allow hazardous, dangerous, or unsanitary conditions, or public nuisances to develop or persist on -site. PART 2- PRODUCTS 2.1 MATERIALS Irk General: Use new or undamaged, previously used materials in serviceable condition. Provide materials suitable for use intended. Water: Provide potable water approved by local health authorities. 2.2 EQUIPMENT A. General: Use new or undamaged, previously used equipment in serviceable condition. Provide equipment suitable for use intended. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-2 10 11 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Temporary Offices: Contractor may use enclosed portions of existing building for temporary office. C. Temporary Toilet Units: Provide self-contained, single- occupant toilet units. Provide units properly vented and fully enclosed with a glass- fiber - reinforced polyester shell or similar nonabsorbent material. D. Fire Extinguishers: Provide hand - carried, portable, UL- rated, Class A fire extinguishers for temporary offices and similar spaces. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure. PART 3 - EXECUTION 3.1 INSTALLATION A. Use qualified personnel for installation oftemporary facilities. Locate facilities where they will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Engage the appropriate local utility company to install temporary service or connect to existing service. Where company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with company recommendations. I . Arrange with company and existing users for a time when service can be interrupted, if necessary, to make connections for temporary services. B. Water Service: Provide temporary water service as required for construction. C. Temporary Electric Power Service: Provide temporary electric service as required for construction. D. Temporary Lighting: When overhead floor or roof deck has been installed, provide temporary lighting with local switching. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA ok'�'1 Install and operate temporary lighting that will fulfill sec ty and protection requirements without operating the entire system. Provide temporary lighting that will provide adequate illumination for construction operations and traffic conditions. E. Temporary Telephones: Provide temporary telephone service throughout the construction period. At each telephone, post a list of important telephone numbers. F. Sanitary facilities include temporary toilets. Comply with regulations and health codes for the type, number, location, operation, and maintenance of fixtures and facilities. 1. Provide toilet tissue. Provide covered waste containers for used material. 3.3 SUPPORT FACILITIES A. Maintain support facilities until near Substantial Completion. Remove prior to Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to the Owner. B. Project Identification and Temporary Signs: Prepare project identification and other signs of size indicated. Install signs where indicated to inform the public and persons seeking entrance to the Project. Support on posts or framing of preservative- treated wood or steel. Do not permit installation of unauthorized signs. Project Identification Signs: Engage an experienced sign painter to apply graphics. Comply with details indicated. 2. Temporary Signs: Prepare signs to provide directional information to construction personnel and visitors. 3. Subcontractor signs may not be posted at the site. C. Collection and Disposal of Waste: Collect waste from construction areas and elsewhere daily. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Dispose of material lawfully. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Temporary Fire Protection: Until fire- protection needs are supplied by permanent facilities, install and maintain temporary fire- protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations." CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-4 l Q COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Permanent Fire Protection: At the earliest feasible date in each area of the Project, complete installation of the permanent fire - protection facility, including connected services, and place into operation and use. Instruct key personnel on use of facilities. C. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights. D. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways, and subsoil might be contaminated or polluted or that other undesirable effects might result. Avoid use of tools and equipment that produce harmful noise. Restrict use of noise - making tools and equipment to hours that will minimize complaints from persons or firms near the site. 3.5 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and damaging elements. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24 -hour basis where required to achieve indicated results and to avoid possibility of damage. C. Termination and Removal: Unless the Architect or Owner requests that it be maintained longer, remove each temporary facility when the need has ended, when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the Contractor's property. END OF SECTION 01500 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01631 - SUBSTITUTIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS I OA , '14 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for handling requests for substitutions made after award of the Contract. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Reference Standards and Definitions" specifies the applicability of industry standards to products specified. 2. Division 1 Section "Submittals" specifies requirements for submitting the Contractor's Construction Schedule and the Submittal Schedule. 1.3 DEFINITIONS A. Definitions in this Article do not change or modify the meaning of other terms used in the Contract Documents. B. Substitutions: Changes in products, materials, equipment, and methods of construction required by the Contract Documents proposed by the Contractor after award of the Contract are considered to be requests for substitutions. The following are not considered to be requests for substitutions: 1. Substitutions requested during the bidding period, and accepted by Addendum prior to award of the Contract, are included in the Contract Documents and are not subject to requirements specified in this Section for substitutions. 2. Revisions to the Contract Documents requested by the Owner or Architect. 3. Specified options of products and construction methods included in the Contract Documents. SUBSTITUTIONS 01631-1 COLLIER COUNTY UTILPTIES OPERATIONS CENTER A ! NAPLES, FLORIDA 1.4 SUBMITTALS A. Substitution Request Submittal: The Architect will consider requests for substitution if received within 15 days after commencement of the Work. Requests received more than 15 days after commencement of the Work may be considered or rejected at the discretion of the Architect. 1. Submit 3 copies of each request for substitution for consideration. Submit requests using the enclosed CSI form and according to procedures required for change -order proposals. 2. Identify the product or the fabrication or installation method to be replaced in each request. Include related Specification Section and Drawing numbers. 3. Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate: a. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate contractors, that will be necessary to accommodate the proposed substitution. b. A detailed comparison of significant qualities of the proposed substitution with those of the Work specified. Significant qualities may include elements, such as performance, weight, size, durability, and visual effect. C. Product Data, including Drawings and descriptions of products and fabrication and installation procedures. d. Samples, where applicable or requested. e. A statement indicating the substitution's effect on the Contractor's Construction Schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time. f. 9. Cost information, including a proposal of the net change, if any in the Contract Sum. The Contractor's certification that the proposed substitution conforms to requirements in the Contract Documents in every respect and is appropriate for the applications indicated. SUBSTITUTIONS 01631-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA h. The Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of the failure of the substitution to perform adequately. 4. Architect's Action: Ifnecessary, the Architect will request additional information or documentation for evaluation within one week ofreceipt of a request for substitution. The Architect will notify the Contractor of acceptance or rejection ofthe substitution within 2 weeks of receipt of the request, or one week of receipt of additional information or documentation, whichever is later. Acceptance will be in the form of a change order. PART 2 - PRODUCTS 2.1 SUBSTITUTIONS A. Conditions: The Architect will receive and consider the Contractor's request for substitution when one or more of the following conditions are satisfied, as determined by the Architect. If the following conditions are not satisfied, the Architect will return the requests without action except to record noncompliance with these requirements. 1. Extensive revisions to the Contract Documents are not required. 2. Proposed changes are in keeping with the general intent of the Contract Documents. 3. The request is timely, fully documented, and properly submitted. 4. The specified product or method of construction cannot be provided within the Contract Time. The Architect will not consider the request if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate - activities properly. 5. The request is directly related to an "or- equal" clause or similar language in the Contract Documents. 6. The requested substitution offers the Owner a substantial advantage, in cost, time, energy conservation, or other considerations, after deducting additional responsibilities the Owner must assume. The Owner's additional responsibilities may include compensation to the Architect for redesign and evaluation services, increased cost of other construction by the Owner, and similar considerations. 7. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved. SUBSTITUTIONS 01631-3 �a COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 8. The specified product or method of construction cannot be provided in a manner that is compatible with other materials and where the Contractor certifies that the substitution will overcome the incompatibility. 9. The specified product or method of construction cannot be coordinated with other materials and where the Contractor certifies that the proposed substitution can be coordinated. 10. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provides the required warranty. 11. Where a proposed substitution involves more than one prime contractor, each contractor shall cooperate with the other contractors involved to coordinate the Work, provide uniformity and consistency, and assure compatibility of products. B. The Contractor's submittal and the Architect's acceptance of Shop Drawings, Product Data, or Samples for construction activities not complying with the Contract Documents do not constitute an acceptable or valid request for substitution, nor do they constitute approval. END OF SECTION 01631 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida SUBSTITUTIONS 01631-4 UA Advancement of Consbvctlon SUBSTITUTION Technology REQUEST (After the Bidding Phase) Project: Substitution Request Number: From: To: Date: A/E Project Number: Re: Contract For: Specification Title: Description: Section: Page: Article/Paragraph: Proposed Substitution: Manufacturer: Address: Phone: Trade Name: Model No.: Installer: Address: Phone: History: 0 New product [] 2 -5 years old 0 5 -10 yrs old [] More than 10 years old Differences between proposed substitution and specified product: 0 Point -by -point comparative data attached - REQUIRED BY A/E Reason for not providing specified item: Similar Installation: Project: Address: Proposed substitution affects other parts of Work: Architect: Owner: Date Installed: 0 No 0 Yes; explain Savings to Owner for accepting substitution: Proposed substitution changes Contract Time: 0 No 0 Yes [Add] [Deduct] days. Supporting Data Attached: 0 Drawings 0 Product Data 0 Samples 0 Tests 0 Reports 0 Copyright 1996, Construction Specifications Institute, Page _ of _ September 1996 601 Madison Street, Alexandria, VA 22314 -1791 CSI Form 13.1A 10A SUBS�oN REQUEST (Continued) The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. • Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution. • Coordination, installation, and changes in the Work as necessary for accepted substitution will be complete in all respects. Submitted by: Signed by: Firm: Address: Telephone: Attachments: A/E's REVIEW AND ACTION 0 Substitution approved - Make submittals in accordance with Specification Section 01330. 0 Substitution approved as noted - Make submittals in accordance with Specification Section 01330. o Substitution rejected - Use specified materials. 0 Substitution Request received too late - Use specified materials. Signed by: Date: Additional Comments: 0 Contractor 0 Subcontractor U Supplier 0 Manufacturer 0 A/E 0 Copyright 1996, Construction Specifications Institute, Page _ of _ September 1996 601 Madison Street, Alexandria, VA 22314 -1791 CSI Form 13 _1A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01700 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout including, but not limited to, the following: 1. Inspection procedures. 2. Project record document submittal. 3. Operation and maintenance manual submittal. 4. Submittal of warranties. B. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 16. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for certification of Substantial a- Completion, complete the following. List exceptions in the request. 1. In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. a. Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum. b. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete. 2. Advise the Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications, and similar documents. CONTRACT CLOSEOUT 01700-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. S. Submit record drawings, maintenance manuals, final project photographs, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra stock, and similar items. ` 7. Make final changeover of permanent locks and transmit keys to the Owner. Advise the Owner's personnel of changeover in security provisions. 8. Complete startup testing of systems and instruction of the Owner's 6peration and maintenance personnel. Discontinue and remove temporary facilities from the site, along with mockups, construction tools, and similar elements. 9. Complete final cleanup requirements, including touchup painting. 10. Touch up and otherwise repair and restore marred, exposed finishes. B. Inspection Procedures: On receipt of a request for inspection, the Architect will either proceed with inspection or advise the Contractor of unfilled requirements. The Architect will prepare the Certificate of Substantial Completion following inspection or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. The Architect will repeat inspection when requested and assured that the Work is substantially complete. 2. Results of the completed inspection will form the basis of requirements for final acceptance. 1.4 FINAL ACCEPTANCE A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request. 1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and completed operations where required. 2. Submit an updated final statement, accounting for final additional changes to the Contract Sum. CONTRACT CLOSEOUT 01700-2 W COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3. Submit consent of surety to final payment. 1.5 RECORD DOCUMENT SUBMITTALS A. General: Do not use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire- resistant location. Provide access to record documents for the Architect's reference during normal working hours. B. Record Drawings: Maintain a clean, undamaged set of blue or black line white - prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross - reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. 2. Mark new information that is important to the Owner but was not shown on Contract Drawings or Shop Drawings. 3. Note related change -order numbers where applicable. 4. Organize record drawing sheets into manageable sets. Bind sets with durable -paper cover sheets; print suitable titles, dates, and other identification on the cover of each set. C. Record Specifications: Maintain one complete copy of the Project Manual, including addenda. Include with the Project Manual one copy of other written construction documents, such as Change Orders and modifications issued in printed form during construction. 1. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications. 2. Give particular attention to substitutions and selection of options and information on concealed construction that cannot otherwise be readily discerned later by direct observation. 3. Note related record drawing information and Product Data. 4. Upon completion of the Work, submit record Specifications to the Architect for the Owner's records. CONTRACT CLOSEOUT 01700-3 10 _MR COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA D. Record Product Data: Maintain one copy of each Product Data submittal. Note related Change Orders and markup of record drawings and Specifications. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer's installation instructions and recommendations. 2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily discerned later by direct observation. 3. Upon completion of markup, submit complete set of record Product Data to the Architect for the Owner's records. E. Record Sample Submitted: Immediately prior to Substantial Completion, the Contractor shall meet with the Architect and the Owner's personnel at the Project Site to determine which Samples are to be transmitted to the Owner for record purposes. Comply with the Owner's instructions regarding delivery to the Owner's Sample storage area. F. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record keeping and submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order. Identify miscellaneous records properly and bind or file, ready for continued use and reference. Submit to the Architect for the Owner's records. G. Maintenance Manuals: Organize operation and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual, heavy -duty, 2 -inch, 3 -ring, vinyl- covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine ofeach binder. Include the following types of information: 1. Emergency instructions. 2. Spare parts list. 3. Copies of warranties. 4. Wiring diagrams. 5. Recommended "turn- around" cycles. 6. Inspection procedures. 7. Shop Drawings and Product Data. 8. Fixture lamping schedule. PART 2 - PRODUCTS (Specified in Divisions 2 thru 16) CONTRACT CLOSEOUT 01700-4 10A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PART 3 - EXECUTION 3.1 CLOSEOUT PROCEDURES A. Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items: 1. Maintenance manuals. 2. Record documents. 3. Spare parts and materials. 4. Tools. 5. Lubricants. 6. Identification systems. 7. Control sequences. 8. Hazards. 9. Cleaning. 10. Warranties and bonds. 11. Maintenance agreements and similar continuing commitments B. As part of instruction for operating equipment, demonstrate the following procedures: 1. Startup. 2. Shutdown. 3. Emergency operations. 4. Noise and vibration adjustments.. 5. Safety procedures. 6. Economy and efficiency adjustments. 7. Effective energy utilization. END OF SECTION 01700 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida CONTRACT CLOSEOUT 01700-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER I OA NAPLES, FLORIDA SECTION 01710 - FINAL CLEANING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for final cleaning at Substantial Completion. B. Environmental Requirements: Conduct cleaning and waste - disposal operations in compliance with local laws and ordinances. Comply fully with federal and local environmental and antipollution regulations. 1. Do not dispose of volatile wastes, such as mineral spirits, oil, or paint thinner, in storm or sanitary drains. 2. Burning or burying of debris, rubbish, or other waste material on the premises is not permitted. PART 2 - PRODUCTS FU _._ 11W44 /,�11•`? A. Cleaning Agents: Use cleaning materials and agents recommended by the manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Provide final - cleaning operations when indicated. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit of Work to the condition expected from a commercial building cleaning and maintenance program. Comply with manufacturer's instructions. FINAL CLEANING 01710-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for the entire Project or a portion of the Project. 1. Clean the Project Site, yard and grounds, in areas disturbed by construction activities, including landscape development areas, ofrubbish, waste material, litter, and foreign substances. 2. Sweep paved areas broom clean. Rake grounds that are neither planted nor paved to a smooth, even - textured surface. 3. Remove petrochemical spills, stains, and other foreign deposits. 4. Remove tools, construction equipment, machinery, and surplus material from the site. 5. Clean exposed exterior and interior hard- surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. 6. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. 7. Broom clean concrete floors in unoccupied spaces. 8. Vacuum clean carpet and similar soft surfaces, removing debris and excess nap. Shampoo, if required. 9. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other substances that are noticeable vision - obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. 10. Remove labels that are not permanent labels. 11. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. a. Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. 12. Wipe surfaces of mechanical and electrical equipment, elevator equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. FINAL CLEANING 01710-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA l 13. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. 14. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. 15. Clean" ducts, blowers, and coils if units were operated without filters during construction. 16. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs and defective and noisy starters in fluorescent and mercury vapor fixtures. 17. Leave the Project clean and ready for occupancy. C. Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid the Project of rodents, insects, and other pests. Comply with regulations of local authorities. 1. Use two applications of pesticide to deter insect infestations at the following locations: a. Exterior perimeter of building roof edges, eaves, and gutters. b. Exterior soffits, ceilings, window frames, and door frames. C. Exterior building perimeter at grade, columns, and walls. d. Interior exposed structural ceilings. e. Interior perimeter of all rooms. D. Removal of Protection: Remove temporary protection and facilities installed during construction to protect previously completed installations during the remainder of the construction period. E. Compliances: Comply with governing regulations and safety standards for cleaning operations. Remove waste materials from the site and dispose of lawfully. 1. Where extra materials of value remain after completion of associated Work, they become the Owner's property. Dispose of these materials as directed by the Owner. END OF SECTION 01710 FINAL CLEANING 01710-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01720 - PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents. B. Project Record Documents required include the following: a. Marked -up copies of Contract Drawings. b. Marked -up copies of Shop Drawings. C. Newly prepared drawings. d. Marked -up copies of Specifications, addenda, and Change Orders. e. Marked -up Product Data submittals. f. Record Samples. g. Field records for variable and concealed conditions. h. Record information on Work that is recorded only schematically. C. Maintenance of Documents and Samples: Store record documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition. Make documents and Samples available at all times for the Architect's inspections. 1.3 RECORD DRAWINGS A. Markup Procedure: During construction, maintain a set of blue- or black -line white prints of Contract Drawings and Shop Drawings for Project Record Document purposes. 1. Mark these Drawings to show the actual installation where the installation varies from the installation shown originally. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. Items required to be marked include, but are not limited to, the following: a. Dimensional changes to the Drawings. PROJECT RECORD DOCUMENTS 01720-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 NAPLES, FLORIDA b. Revisions to details shown on the Drawings. C. Depths of foundations below the first floor. d. Locations and depths of underground utilities. e. Revisions to routing of piping and conduits. f. Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed internal utilities. j. Changes made by change order or Construction Change Directive. k. Changes made following the Architect's written orders. 1. Details not on original Contract Drawings. 2. Mark record prints of Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross - reference on Contract Drawings location. 3. Mark record sets with red erasable colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 4. Mark important additional information that was either shown schematically or omitted from original Drawings. 5. Note Construction Change Directive numbers, alternate numbers, change -order numbers, and similar identification. B. Responsibility for Markup: The individual or entity who obtained record data, whether the individual or entity is the Installer, subcontractor, or similar entity, shall prepare the markup on record drawings. 1. Accurately record information in an understandable drawing technique. 2. Record data as soon as possible after obtaining it. Record and check the markup prior to enclosing concealed installations. 3. At time of Substantial Completion, submit record drawings to the Architect for the Owner's records. Organize into sets and bind and label sets for the Owner's continued use. C. Preparation of Transparencies: Immediately prior to inspecting Certification of Substantial Completion, review completed marked -up record drawings with the Architect. When authorized, prepare a full set of corrected transparencies of Contract Drawings and Shop Drawings. PROJECT RECORD DOCUMENTS 01720-2 _.m COLLIER COUNTY UTILITIES OPERATIONS CENTER I O A NAPLES, FLORIDA 1. incorporate changes and additional information previously marked on print sets. Erase, redraw, and add details and notations where applicable. Identify and date each drawing; include the printed designation "PROJECT RECORD DRAWINGS" in a prominent location on each drawing. 2. Refer instances of uncertainty to the Architect for resolution. - D. Copies and Distribution: After completing the preparation of transparency record drawings, print 3 blue- or black -line prints of each drawing, whether or not changes and additional information were recorded. Organize the copies into manageable sets. Bind each set with durable -paper cover sheets. Include appropriate identification, including titles, dates, and other information on the cover sheets. 1. Organize and bind original marked -up set of prints that were maintained during the construction period in the same manner. 2. Submit the marked -up record set, transparencies, and 3 copy sets to the Architect for the Owner's records; the Architect will retain 1 copy set. E. Newly Prepared Record Drawings: Prepare new drawings instead of following procedures specified for preparing record drawings where new drawings are required, and the Architect determines that neither original Contract Drawings nor Shop Drawings are suitable to show the actual installation. New drawings may be required when a change order is issued as a result of accepting an alternate, substitution, or other modification. 1.4 RECORD SPECIFICATIONS A. During the construction period, maintain 2 copies of the Project Specifications, including addenda and modifications issued, for Project Record Document purposes. 1. Mark the Specifications to indicate the actual installation where the installation varies from that indicated in Specifications and modifications issued. Note related project record drawing information, where applicable. Give particular attention to substitutions, selection ofproduct options, and information on concealed installations that would be difficult to identify or measure and record later. a. In each Specification Section where products, materials, or units of equipment are specified or scheduled, mark the copy with the proprietary name and model number of the product furnished. b. Record the name of the manufacturer, supplier, installer, and other information necessary to provide a record of selections made and to document coordination with record Product Data submittals and maintenance manuals. PROJECT RECORD DOCUMENTS 01720-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER 0 A NAPLES, AP ES, FLO RIDA C. Note related record Product Data, where applicable. For each principal product specified, indicate whether record Product Data has been submitted in maintenance manual instead of submitted as record Product Data. 2. Upon completion of markup, submit record Specifications to the Architect for the Owner's records. 1.5 RECORD PRODUCT DATA A. During the construction period, maintain two copies of each Product Data submittal for Project Record Document purposes. 1. Mark Product Data to indicate the actual product installation where the installation varies substantially from that indicated in Product Data submitted. Include significant changes in the product delivered to the site and changes in manufacturer's instructions and recommendations for installation. 2. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 3. Note related Change Orders and markup of record Drawings, where applicable. 4. Upon completion of markup, submit a complete set of record Product Data to the Architect for the Owner's records. 5. Where record Product Data is required as part of maintenance manuals, submit marked -up Product Data as an insert in the manual instead of submittal as record Product Data. 1.6 RECORD SAMPLE SUBMITTAL A. Immediately prior to date of Substantial Completion meet with the Architect and the Owner's personnel at the site to determine which of the Samples maintained during the construction period shall be transmitted to the Owner for record purposes. Comply with the Architect's instructions for packaging, identification marking, and delivery to the Owner's Sample storage space. Dispose of other Samples in a manner specified for disposing surplus and waste materials. 1.7 MAINTENANCE MANUAL SUBMITTAL A. When each construction activity that requires submittal of maintenance manuals is nominally complete, but before Substantial Completion, submit maintenance manuals specified. PROJECT RECORD DOCUMENTS 01720-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 0 - NAPLES, FLORIDA 1. Organize operation and maintenance manuals into suitable sets of manageable size. 2. Bind data into individual binders for each manual, properly identified on front and spine. For large manuals, provide an index sheet and thumb tabs for separate information categories. 3. Provide heavy -duty, 3 -ring, vinyl- covered binders, 1 to 2 inch thick as required to contain information, sized for 8- 1 /2 -by -11 -inch paper with inside pockets or pocket folders for folded sheets. 4. In each maintenance manual, include information specified in individual Specification Sections and the following: a. Emergency instructions. b. Spare parts list. C. Copies of specific warranties. d. Wiring diagrams. e. Recommended maintenance procedures and turn- around times. f. Inspection and system -test procedures. g. Copies of applicable Shop Drawings and Product Data. h. Listing of required maintenance materials and services. i. Names and addresses of sources of maintenance materials. j. Maintenance drawings and diagrams. k. Precautions against improper maintenance and exposure. 5. Each prime contractor is responsible for maintenance manuals for its own Work. Where a manual includes information on installations by more than one contract, the Contractor who is the principal source of information, as designated by the Architect, - shall receive information from other contractors, coordinate and collate information for a unified manual, and provide binders and submittal as specified. 1.8 MISCELLANEOUS RECORD SUBMITTALS A. Refer to other Specification Sections for miscellaneous record - keeping requirements and submittals in connection with various construction activities. Immediately prior to Substantial Completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for use and reference. Submit to the Architect for the Owner's records. 1. Categories of requirements resulting in miscellaneous records include, but are not limited to, the following: a. Field records on excavations and foundations. b. Field records on underground construction and similar work. PROJECT RECORD DOCUMENTS 01720-5 k'! COLLIER COUNTY UTILITIES OPERATIONS CENTER 0 Al NAPLES, FLORIDA C. Survey showing locations and elevations of underground lines. d. Invert elevations of drainage piping. e. Surveys establishing building lines and levels. f. Authorized measurements utilizing unit prices or allowances. g. Certifications received in lieu of labels on bulk products. h. Batch mixing and bulk delivery records. i. Testing and qualification of tradesmen. j. Documented qualification of installation firms. k. Load and performance testing. 1. Inspections and certifications by governing authorities. m. Leakage and water - penetration tests. n. Fire - resistance and flame - spread test certificates. 1.9 RECORDING A. Post changes and modifications to the Documents as they occur. Do not wait until the end of the Project. END OF SECTION 01720 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida PROJECT RECORD DOCUMENTS 01720-6 104 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01730 - OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for operation and maintenance manuals, including the following: I. Preparing and submitting operation and maintenance manuals for building operating systems and equipment. 2. Preparing and submitting instruction manuals covering the care, preservation, and maintenance of architectural products and finishes. 3. Instruction of the Owner's operating personnel in the operation and maintenance of building systems and equipment. 1.3 QUALITY ASSURANCE A. Maintenance Manual Preparation: In preparation of maintenance manuals, use personnel thoroughly trained and experienced in operation and maintenance of equipment or system involved. B. Instructions for the Owner's Personnel: Use experienced instructors thoroughly trained and experienced in operation and maintenance of equipment or system involved to instruct the Owner's operation and maintenance personnel. 1.4 SUBMITTALS A. Form of Submittal: Prepare operation and maintenance manuals in the form of an instructional manual for use by the Owner's operating personnel. Organize into suitable sets of manageable size. Where possible, assemble instructions for similar equipment into a single binder. OPERATION AND MAINTENANCE DATA 01730-1 10A "" r,;v COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1. Binders: For each manual, provide heavy -duty, commercial- quality, 3 -ring, vinyl - covered, loose -leaf binders, in thickness necessary to accommodate contents, sized to receive 8-1/2-by- I I - inch paper. Provide a clear plastic sleeve on the spine to hold labels describing contents. Provide pockets in the covers to receive folded sheets. a. Where 2 or more binders are necessary to accommodate data, correlate data in each binder into related groupings according to the Project Manual table of contents. Cross - reference other binders where necessary to provide essential information for proper operation or maintenance of the piece of equipment or system. b. Identify each binder on front and spine, with the printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter covered. Indicate volume number for multiple volume sets of manuals. 2. Dividers: Provide heavy paper dividers with celluloid- covered tabs for each separate Section. Mark each tab to indicate contents. Provide a typed description of the product and major parts of equipment included in the Section on each divider. 3. Protective Plastic Jackets: Provide protective, transparent, plastic jackets designed to enclose diagnostic software for computerized electronic equipment. 4. Text Material: Where maintenance manuals require written material, use the manufacturer's standard printed material. If manufacturer's standard printed material is not available, provide specially prepared data, neatly typewritten, on 8- 1 /2- by -11- inch, 20- lb /sq. ft. white bond paper. 5. Drawings: Where maintenance manuals require drawings or diagrams, provide reinforced, punched binder tabs on drawings and bind in with text. a. Where oversize drawings are necessary, fold drawings to the same size as text pages and use as a foldout. b. If drawings are too large to be used practically as a foldout, place the drawing, neatly folded, in front or rear pocket of binder. Insert a typewritten page indicating drawing title, description of contents, and drawing location at the appropriate location in the manual. 1.5 MANUAL CONTENT A. In each manual include information specified in the individual Specification Section and the following information for each major component of building equipment and its controls: OPERATION AND MAINTENANCE DATA 01730-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER 104 NAPLES, FLORIDA 1. General system or equipment description. 2. Design factors and assumptions. 3. Copies of applicable Shop Drawings and Product Data. 4. System or equipment identification, including: a. Name of manufacturer. b. Model number. C. Serial number of each component. 5. Operating instructions. 6. Emergency instructions. 7. Wiring diagrams. 8. Inspection and test procedures. 9. Maintenance procedures and schedules. 10. Precautions against improper use and maintenance. 11. Copies of warranties. 12. Repair instructions including spare parts listing. 13. Sources of required maintenance materials and related services. 14. Manual index. B. Organize each manual into separate Sections for each piece of related equipment. As a minimum, each manual shall contain a title page; a table of contents; copies of Product Data, supplemented by Drawings and written text; and copies of each warranty, bond, and service contract issued. 1. Title Page: Provide a title page in a transparent, plastic envelope as the first sheet of each manual. Provide the following information: a. Subject matter covered by the manual. -- b. Name and address of the Project. C. Date of submittal. d. Name, address, and telephone number of the Contractor. e. Name and address of the Architect. f. Cross - reference to related systems in other operation and maintenance manuals. 2. Table of Contents: After title page, include a typewritten table of contents for each volume, arranged systematically according to the Project Manual format. Include a list of each product included, identified by product name or other appropriate identifying symbol and indexed to the content of the volume. a. Where a system requires more than one volume to accommodate data, provide a comprehensive table of contents for all volumes in each volume of the set. OPERATION AND MAINTENANCE DATA 01730-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3. General Information: Provide a general information Section immediately following table of contents, listing each product included in the manual, identified by product name. Under each product, list the name, address, and telephone number of the subcontractor or Installer and the maintenance contractor. Clearly delineate the extent of responsibility of each of these entities. Include a local source for replacement parts and equipment. 4. Product Data: Where the manuals include manufacturer's standard printed data, include only sheets that are pertinent to the part or product installed. Mark each sheet to identify each part or product included in the installation. Where the Project includes more than one item in a tabular format, identify each item, using appropriate references from the Contract Documents. Identify data that is applicable to the installation, and delete references to information that is not applicable. 5. Written Text: Prepare written text to provide necessary information where manufacturer's standard printed data is not available, and the information is necessary for proper operation and maintenance of equipment or systems. Prepare written text where it is necessary to provide additional information or to supplement data included in the manual. Organize text in a consistent format under separate headings for different procedures. Where necessary, provide a logical sequence of instruction for each operation or maintenance procedure. 6. Drawings: Provide specially prepared drawings where necessary to supplement manufacturer's printed data to illustrate the relationship of component parts of equipment or systems or to provide control or flow diagrams. Coordinate these drawings with information contained in project record drawings to assure correct illustration of the completed installation. a. Do not use original project record documents as part of operation and maintenance manuals. 7. Warranties, Bonds, and Service Contracts: Provide a copy of each warranty, bond, or service contract in the appropriate manual for the information of the Owner's operating personnel. Provide written data outlining procedures to follow in the event of product failure. List circumstances and conditions that would affect validity of warranty or bond. 1.6 MATERIAL AND FINISHES MAINTENANCE MANUAL A. Submit 3 copies of each manual, in final form, on material and finishes to the Architect for distribution. Provide one section for architectural products, including applied materials and finishes. Provide a second section for products designed for moisture protection and products exposed to the weather. OPERATION AND MAINTENANCE DATA 01730-4 i 1 x COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1. Refer to individual Specification Sections for additional requirements on care and maintenance of materials and finishes. B. Architectural Products: Provide manufacturer's data and instructions on care and maintenance of architectural products, including applied materials and finishes. 1. Manufacturer's Data: Provide complete information on architectural products, including the following, as applicable: a. Manufacturer's catalog number. b. Size. C. Material composition. d. Color. e. Texture. f. Reordering information for specially manufactured products 2. Care and Maintenance Instructions: Provide information on care and maintenance, including manufacturer's recommendations for types of cleaning agents to be used and methods of cleaning. Provide information on cleaning agents and methods that could prove detrimental to the product. Include manufacturer's recommended schedule for cleaning and maintenance. C. Moisture Protection and Products Exposed to the Weather: Provide complete manufacturer's data with instructions on inspection, maintenance, and repair of products exposed to the weather or designed for moisture- protection purposes. 1. Manufacturer's Data: Provide manufacturer's data giving detailed information, including the following, as applicable: a. Applicable standards. b. Chemical composition. C. Installation details. d. Inspection procedures. e. Maintenance information. f. Repair procedures. 1.7 EQUIPMENT AND SYSTEMS MAINTENANCE MANUAL A. Submit 3 copies of each manual, in final form, on equipment and systems to the Architect for distribution. Provide separate manuals for each unit of equipment, each operating system, and each electric and electronic system. OPERATION AND MAINTENANCE DATA 01730-5 �0A 4W COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1. Refer to individual Specification Sections for additional requirements on operation and maintenance of the various pieces of equipment and operating systems. B. Equipment and Systems: Provide the following information for each piece of equipment, each building operating system, and each electric or electronic system. 1. Description: Provide a complete description of each unit and related component parts, including the following: a. Equipment or system function. b. Operating characteristics. C. Limiting conditions. d. Performance curves. e. Engineering data and tests. f. Complete nomenclature and number of replacement parts. 2. Manufacturer's Information: For each manufacturer of a component part or piece of equipment, provide the following: a. Printed operation and maintenance instructions. b. Assembly drawings and diagrams required for maintenance. C. List of items recommended to be stocked as spare parts. 3. Maintenance Procedures: Provide information detailing essential maintenance procedures, including the following: a. Routine operations. b. Troubleshooting guide. C. Disassembly, repair, and reassembly. d. Alignment, adjusting, and checking. 4. Operating Procedures: Provide information on equipment and system operating procedures, including the following: a. Startup procedures. b. Equipment or system break -in. C. Routine and normal operating instructions. d. Regulation and control procedures. e. Instructions on stopping. f. Shutdown and emergency instructions. g. Summer and winter operating instructions. h. Required sequences for electric or electronic systems. i. Special operating instructions. OPERATION AND MAINTENANCE DATA 01730-6 COLLIER COUNTY UTILI TIES OPERATIONS CENTER 10,41 NAPLES, FLORIDA 5. Servicing Schedule: Provide a schedule of routine servicing and lubrication requirements, including a list ofrequired lubricants for equipment with moving parts. 6. Controls: Provide a description of the sequence of operation and as- installed control diagrams by the control manufacturer for systems requiring controls. 7. Coordination Drawings: Provide each Contractor's Coordination Drawings. a. Provide as- installed, color - coded, piping diagrams, where required for identification. 8. Valve Tags: Provide charts of valve -tag numbers, with the location and function of each valve. 9. Circuit Directories: For electric and electronic systems, provide complete circuit directories of panelboards, including the following: a. Electric service. b. Controls. C. Communication. C. Schedule: Provide complete information in the equipment and systems manual on products specified in Divisions 15 and 16: 1.8 INSTRUCTIONS FOR THE OWNER'S PERSONNEL A. Prior to final inspection, instruct the Owner's personnel in operation, adjustment, and maintenance ofproducts, equipment, and systems. Provide instruction at mutually agreed upon times. 1. For equipment that requires seasonal operation, provide similar instruction during other seasons. 2. Use operation and maintenance manuals for each piece of equipment or system as the basis of instruction. Review contents in detail to explain all aspects of operation and maintenance. END OF SECTION 01730 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida OPERATION AND MAINTENANCE DATA 01730-7 I� COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 01740 - WARRANTIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for warranties required by the Contract Documents, including manufacturers standard warranties on products and special warranties. 1. Refer to the General Conditions for terms of the Contractor's period for correction of the Work. B. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products. Manufacturer's disclaimers and limitations on product warranties do not relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 1.3 DEFINITIONS A. Standard product warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. B. Special warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner. 1.4 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result of such failure or must be removed and replaced to provide access for correction of warranted construction. WARRANTIES 01740-1 10A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. D. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the Owner can enforce such other duties, obligations, rights, or remedies. 1. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selection to products with warranties not in conflict with requirements of the Contract Documents. E. Where the Contract Documents require a special warranty, or similar commitment on the Work or part of the Work, the Owner reserves the right to refuse to accept the Work, until the Contractor presents evidence that entities required to countersign such commitments are willing to do so. 1.5 SUBMITTALS A. Submit written warranties to the Architect at the time of Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warranties upon request of the Architect. 1. When a designated portion of the Work is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within 15 days of completion of that designated portion of the Work. B. When the Contract Documents require the Contractor, or the Contractor and a subcontractor, supplier or manufacturer to execute a special warranty, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner, through the Architect, for approval prior to final execution. WARRANTIES 01740-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA C. Form of Submittal: At Final Completion compile Z copies of each required warranty properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual. D. Bind warranties and bonds in close -out document binders. END OF SECTION 01740 VICTOR J. LATAVISH, ARCHITECT P.A. Naples, Florida WARRANTIES 01740-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER Q NAPLES, FLORIDA SECTION 02070 - SELECTIVE DEMOLITION PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal of selected portions of a building. 2. Demolition and removal of selected site elements. 3. Patching and repairs. 1.3 DEFINITIONS _ A. Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain the Owner's property. B. Existing to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by the Architect, items may be removed to a suitable, protected storage location during selective demolition and then cleaned and reinstalled in their original locations. 1.4 MATERIALS OWNERSHIP A. Except for items or materials' indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain the Owner's property, demolished materials shall become the Contractor's property and shall be removed from the site with further disposition at the Contractor's option. 1.5 PROJECT CONDITIONS A. Owner will occupy portions of the building immediately adjacent to selective demolition area. Conduct selective demolition so that Owner's operations will not be disrupted. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. B. Confirm if Owner has conducted a survey of existing conditions to determine if hazardous - materials are present on -site. If survey has not been performed, coordinate demolition work with the Owner and Authority having juri sdiction, providing all necessary services. Costs for these services will be added to Contract prior to execution. SELECTIVE DEMOLITION 02070-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A*vxv 1.6 SCHEDULING A. Arrange selective demolition schedule so as not to interfere with Owner's on -site operations. PART 2 - PRODUCTS 2.1 REPAIR MATERIALS A. Use repair materials identical to existing materials. 1. Where identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 2. Use materials whose installed performance equals or surpasses that of existing materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. When unanticipated mechanical, electrical, or structural elements that conflict with the intended function or design are encountered, investigate and measure the nature and extent of the conflict. D. Survey the condition of the building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of the structure or adjacent structures during selective demolition. E. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. SELECTIVE DEMOLITION 02070-2 ri COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.2 PREPARATION 1 �4 — A. Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent movement, settlement, or collapse of building to be selectively demolished. 1. Strengthen or add new supports when required during progress of selective demolition. 3.3 SELECTIVE DEMOLITION A. Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete Work within limitations ofgoverning regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition work above each floor or tier before disturbing supporting members on lower levels. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. To minimize disturbance of adjacent surfaces, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. - 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame - cutting operations. Maintain portable fire - suppression devices during flame - cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin - infested, or otherwise dangerous or unsuitable materials and promptly dispose of off -site. 7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 8. Locate selective demolition equipment throughout the structure and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. SELECTIVE DEMOLITION 02070-3 3 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A F NAPLES, FLORIDA 9. Dispose of demolished items and materials promptly. On -site storage or sale of removed items is prohibited. 10. Return elements of construction and surfaces to remain to condition existing before start of selective demolition operations. B. Demolish concrete and masonry in small sections. Cut concrete and masonry at junctures with construction to remain, using power - driven masonry saw or hand tools; do not use power -driven impact tools. C. Break up and remove concrete slabs on grade, unless otherwise shown to remain. 3.4 PATCHING AND REPAIRS A. Promptly patch and repair holes and damaged surfaces caused to adjacent construction by selective demolition operations. B. Patching is specified in Division 1 Section "Cutting and Patching." C. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. 1. Completely fill holes and depressions in existing masonry walls to remain with an approved masonry patching material, applied according to manufacturer's printed recommendations. D. Restore exposed finishes of patched areas and extend finish restoration into adjoining construction to remain in a manner that eliminates evidence of patching and refinishing. E. Patch and repair floor and wall surfaces in the new space where demolished walls or partitions extend one finished area into another. Provide a flush and even surface of uniform color and appearance. F. Patch, repair, or rehang existing ceilings as necessary to provide an even -plane surface of uniform appearance. 3.5 DISPOSAL OF DEMOLISHED MATERIALS A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. SELECTIVE DEMOLITION 02070-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 03300 - CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.1 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. A. 1.3 A. SLIM[MARY This Section specifies cast -in place concrete, including formwork, reinforcing, mix design, placement procedures, and finishes. Cast -in -place concrete includes the following: 1. Foundations and footings. 2. Slabs -on- grade. 3. Foundation walls. 4. Columns. 5. Beams. 6. Equipment pads and bases. SUBMITTALS General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. B. Product data for proprietary materials and items, including reinforcement and forming - accessories, admixtures, patching compounds, waterstops, joint systems, curing compounds, dry-shake finish materials, and others if requested by Architect. C. Shop drawings for reinforcement detailing fabricating, bending, and placing concrete reinforcement. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" showing bar schedules, stirrup spacing, bent bar diagrams, and arrangement of concrete reinforcement. Include special reinforcing required for openings through concrete structures. D. Laboratory test reports for concrete materials and mix design test. CAST -IN -PLACE CONCRETE 03300-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 NAPLES, FLORIDA E. Material certificates in lieu of material laboratory test reports when permitted by Architect. Material certificates shall be signed by manufacturer and Contractor, certifying that each material item complies with or exceeds specified requirements. Provide certification from admixture manufacturers that chloride content complies with specification requirements. 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. American Concrete Institute (ACI) 301, "Specifications for Structural Concrete for Buildings." 2. ACI 318, "Building Code Requirements for Reinforced Concrete." 3. Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice." B. Concrete Testing Service: Engage a testing agency acceptable to Architect to perform material evaluation tests and to design concrete mixes. C. Materials and installed work may require testing and retesting at any time during progress of Work. Tests, including retesting of rejected materials for installed Work, shall be done at Contractor's expense. PART 2 - PRODUCTS 2.1 FORM MATERIALS A. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or another acceptable material. Provide lumber dressed on at least two edges and one side for tight fit. B. Form Release Agent: Provide commercial formulation form release agent with a maximum of 350 g/L volatile organic compounds (VOCs) that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. C. Form Ties: Factory- fabricated, adjustable - length, removable or snap -off metal form ties designed to prevent form deflection and to prevent spalling of concrete upon removal. Provide units that will leave no metal closer than 1 -1/2 inches to the plane of the exposed concrete surface. 1. Provide ties that, when removed, will leave holes not larger than 1 inch in diameter in the concrete surface. CAST -IN-PLACE CONCRETE 03300-2 r COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.2 REINFORCING MATERIALS IOA'•. A. Reinforcing Bars: ASTM A 615 Grade 60 (ASTM A 615M Grade 400), deformed. B. Steel Wire: ASTM A 82, plain, cold -drawn steel. C. Welded Wire Fabric: ASTM A 185, welded steel wire fabric. D. Supports for Reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Use wire bar - type supports complying with CRSI specifications. 1. For slabs -on- grade, use supports with sand plates or horizontal runners where base material will not support chair legs. 2. For exposed -to -view concrete surfaces where legs of supports are in contact with forms, provide supports with legs that are protected by plastic (CRSI, Class 1) or stainless steel (CRSI, Class 2). 2.3 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type I. 1. Use one brand of cement throughout Project. B. Fly Ash: ASTM C 618, Type F. 1. Allowed in beams, columns and foundation locations. 2. Not allowed in floor slab locations. C. Normal- Weight Aggregates: ASTM C 33 and as specified. Provide aggregates from a single source for exposed concrete. D. Lightweight Aggregates: ASTM C 330. E. Water: Potable. F. Admixtures, General: Provide concrete admixtures that contain not more than 0.1 percent chloride ions. G. Air - Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. CAST -IN -PLACE CONCRETE 03300-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA " 0 1. Available Products: Subject to compliance with requirements of the Documents, products that may be incorporated in the Work include, but are not limited to, the following: a. Air -Tite, Cormix Construction Chemicals. b. Air -Mix or Perma -Air, Euclid Chemical Co. C. Darex AEA or Daravair, W.R. Grace & Co. d. MB -VR or Micro -Air, Master Builders, Inc. e. Sealtight AEA, W.R. Meadows, Inc. f. Sika AER, Sika Corp. H. Water - Reducing Admixture: ASTM C 494, Type A. 1. Available Products: Subject to compliance with requirements of the Documents, products that may be incorporated in the Work include, but are not limited to, the following: a. Chemtard, ChemMasters Corp. b. PSI N, Cormix Construction Chemicals. C. Eucon WR -75, Euclid Chemical Co. d. WRDA, W.R. Grace & Co. e. Pozzolith Normal or Polyheed, Master Builders, Inc. f. Metco W.R., Metalcrete Industries. g. Prokrete -N, Prokrete Industries. h. Plastocrete 161, Sika Corp. 2.4 RELATED MATERIALS A. Water -Based Acrylic Membrane Curing Compound: ASTM C 309, Type I, Class B. 1. Provide material that has a maximum volatile organic compound (VOC) rating of 350 g/L. 2. Available Products: Subject to compliance with requirements of the Documents, products that may be incorporated in the Work include, but are not limited to, the following: a. Highseal, Conspec Marketing and Mfg. Co. b. Sealco - VOC, Cormix Construction Chemicals. C. Safe Cure and Seal, Dayton Superior Corp. d. Aqua -Cure, Euclid Chemical Co. C. Dress & Seal WB, L &M Construction Chemicals, Inc. f Masterkure 100W, Master Builders, Inc. g. Vocomp -20, W.R. Meadows, Inc. h. Metcure, Metalcrete Industries. CAST -IN -PLACE CONCRETE 03300-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER -eft 4" 40 NAPLES, FLORIDA i. Stontop CS 1, Stonhard, Inc. B. Evaporation Control: Monomolecular film- forming compound applied to exposed concrete slab surfaces for temporary protection from rapid moisture Ioss. 1. Available Products: Subject to compliance with requirements of the Documents, products that may be incorporated in the Work include, but are not limited to, the following: a. Aquafilm, Conspec Marketing and Mfg. Co. b. Eucobar, Euclid Chemical Co. C. E -Con, L &M Construction Chemicals, Inc. d. Confilm, Master Builders, Inc. e. Waterhold, Metalcrete Industries. C. Epoxy Adhesive: ASTM C 881, two- component material suitable for use on dry or damp surfaces. Provide material type, grade, and class to suit Project requirements. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. b. C. d. e. f. h. i. j• k. 1. Burke Epoxy M.V., The Burke Co. Spec -Bond 100, Conspec Marketing and Mfg. Co. Resi -Bond (J -58), Dayton Superior. Euco Epoxy System #452 or #620, Euclid Chemical Co Epoxtite Binder 2390, A.C. Hom, Inc. Epabond, L &M Construction Chemicals, Inc. Concresive Standard Liquid, Master Builders, Inc. Rezi -Weld 1000, W.R. Meadows, Inc. Metco Hi -Mod Epoxy, Metalcrete Industries. Sikadur 32 Hi -Mod, Sika Corp. Stonset LV5, Stonhard, Inc. R -600 Series, Symons Corp. 2.5 PROPORTIONING AND DESIGNING MIXES A. Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301. For the trial batch method, use an independent testing agency acceptable to Engineer for preparing and reporting proposed mix designs. 1. Limit use of fly ash to not exceed 25 percent of cement content by weight. 2. Do not use fly ash in floor slab locations. CAST -IN-PLACE CONCRETE 03300-5 t COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Submit written reports to Architect of each proposed mix for each class of concrete at least 15 days prior to start of Work. Do not begin concrete production until proposed mix designs have been reviewed by Architect. C. Design mixes to provide normal weight concrete with the following properties as indicated on drawings and not less than noted herein: 1. Minimum Compression Strength at 28 days (F'c): a. Columns and Beams: 4,000 psi b. Footings, Slabs, and Grout: 3,000 psi D. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement as follows: 1. Ramps, slabs, and sloping surfaces: Not more than 4 inches. 2. Reinforced foundation systems: Not less than 1 inch and not more than 4 inches. 3. Concrete containing high -range water - reducing admixture (superplasticizer): Not more than 10 inches after adding admixture to site - verified 2 - 3 inch slump concrete. 4. Other concrete: Not more than 4 inches. E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, as accepted by Architect. Laboratory test data for revised mix design and strength results must be submitted to and accepted by Architect before using in Work. 1. Field modifications to mix designs will not be considered. 2. Do not add water to mix on -site. 2.6 ADMIXTURES A. Use water - reducing admixture or high -range water - reducing admixture (superplasticizer) in concrete, as required, for placement and workability. B. Use high -range water - reducing admixture in pumped concrete, and concrete with water - cement ratios below 0.50. CAST -IN-PLACE CONCRETE 03300-6 - COLLIER COUNTY UTILITIES OPERATIONS CENTER JOA NAPLES, FLORIDA C. Use air- entraining admixture in exterior exposed concrete unless otherwise indicated. Add air- entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having total air content with a tolerance of plus or minus 1 -1/2 percent within the following limits: 1. Concrete not exposed to freezing, thawing, or hydraulic pressure, or to receive a surface hardener: 2 to 4 percent air. D. Use admixtures for water reduction and set accelerating or retarding in strict compliance with manufacturer's directions. 2.7 CONCRETE MIXING A. Ready -Mixed Concrete: Comply with requirements of ASTM C 94, and as specified. When air temperature is between 85 deg F and 90 deg F, reduce mixing and delivery time from 1 -1 /2 hours to 75 minutes, and when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. PART 3- EXECUTION 3.1 GENERAL A. Coordinate the installation of joint materials, vapor retarder/barrier, and other related materials with placement of forms and reinforcing steel. 3.2 FORMS A. General: Design, erect, support, brace, and maintain formwork to support vertical, lateral, static, and dynamic loads that might be applied until concrete structure can support such loads. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. Maintain formwork construction tolerances and surface irregularities complying with the following ACI 347 limits: 1- Provide Class A tolerances for concrete surfaces exposed to view. 2. Provide Class C tolerances for other concrete surfaces. CAST -IN-PLACE CONCRETE 03300-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES FLORIDA B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate alignment, location, grades, level, and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustication, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in the Work. Use selected materials to obtain required finishes. Solidly butt joints and provide backup at joints to prevent cement paste from leaking. C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like for easy removal. D. Provide temporary openings for clean-outs and inspections where interior area of formwork is inaccessible before and during concrete placement. Securely brace temporary openings and set tightly to forms to prevent losing concrete mortar. Locate temporary openings in forms at inconspicuous locations. E. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses, and chases from trades providing such items. Accurately place and securely support items built into forms. F. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, or other debris just before placing concrete. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. 3.3 VAPOR RETARDER/BARRIER INSTALLATION A. General: Place vapor retarder/barrier sheeting in position with longest dimension parallel with direction of pour. Lap joints not less than 18 inches. Seal joints with duct tape or better, at all lap joints. 3.4 PLACING REINFORCEMENT A. General: Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars," for details and methods of reinforcement placement and supports and as specified. Avoid cutting or puncturing vapor retarder/barrier during reinforcement placement and concreting operations. Repair damages before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy bond with concrete. CAST -IN-PLACE CONCRETE 03300-8 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 •- C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as approved by Architect. D. Place reinforcement to maintain minimum coverages as indicated for concrete protection. -- Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. E. Install welded wire fabric in lengths as long as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction. 3.5 JOINTS A. Construction Joints: Locate and install construction joints so they do not impair strength or appearance of the structure, as acceptable to Architect. B. Provide keyways at least 1 -1/2 inches deep in construction joints in walls and slabs and between walls and footings. Bulkheads designed and accepted for this purpose may be used for slabs. C. Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints except as indicated otherwise. Do not continue reinforcement through sides of strip placements. D. Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. E. Isolation Joints in Slabs -on- Grade: Construct isolation joints in slabs -on -grade at points of contact between slabs -on -grade and vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. I. Joint fillers and sealants are specified in Division 7 Section "Joint Sealants." F. Contraction (Control) Joints in Slabs -on- Grade: Construct contraction joints in slabs -on- grade to form panels of patterns as shown. Use saw cuts 1/8 inch wide by one - fourth of slab depth or inserts 1/4 inch wide by one - fourth of slab depth, unless otherwise indicated. 1. Form contraction joints by inserting premolded plastic, hardboard, or fiberboard strip . into fresh concrete until top surface of strip is flush with slab surface. Tool slab edges round on each side of insert. After concrete has cured, remove inserts and clean groove of loose debris. CAST -IN-PLACE CONCRETE 03300-9 COLLIER COUNTY UTILITIES OPERATIONS CENTER O NAPLES, F LORIDA ,, 2. Contraction joints in unexposed floor slabs may be formed by saw cuts as soon as possible after slab finishing as may be safely done without dislodging aggregate. 3. If joint pattern is not shown, provide joints not exceeding 15 ft.. in either direction and located to conform to bay spacing wherever possible (at column centerlines, half bays, third bays). 4. Joint fillers and sealants are specified in Division 7 Section "Joint Sealants." 3.6 INSTALLING EMBEDDED ITEMS A. General: Set and build into formwork anchorage devices and other embedded items required for other work that is attached to or supported by cast -in -place concrete. Use setting drawings, diagrams, instructions, and directions provided by suppliers of items to be attached. B. Install dovetail anchor slots in concrete structures as indicated on drawings. C. Forms for Slabs: Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and contours in finished surfaces. Provide and secure units to support screed strips using strike -off templates or compacting -type screeds. 3.7 PREPARING FORM SURFACES A. General: Coat contact surfaces of forms with an approved, nonresidual, low -VOC, form - coating compound before placing reinforcement. B. Do not allow excess form - coating material to accumulate in forms or come into contact with in -place concrete surfaces against which fresh concrete will be placed. Apply according to manufacturer's instructions. 3.8 CONCRETE PLACEMENT A. Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast in. Notify other trades to permit installation of their work. B. General: Comply with ACI 304, "Guide for Measuring, Mixing, Transporting, and Placing Concrete," and as specified. C. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened sufficiently to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation at its final location. CAST -IN-PLACE CONCRETE 03300-10 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA D. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement consists -- of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 1. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand- spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete complying with ACI 309. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the machine. PIace vibrators to rapidly penetrate placed layer and At least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix to segregate. E. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until completing placement of a panel or section. 1. Consolidate concrete during placement operations so that concrete is thoroughly worked around reinforcement, other embedded items and into corners. 2. Bring slab surfaces to correct level with a straightedge and strike off. Use bull floats or darbies to smooth surface free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. 3. Maintain reinforcing in proper position on chairs during concrete placement. F. Cold- Weather Placement: Comply with provisions of ACI 306 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost or low temperatures. G. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and not more than 80 deg F at point of placement. 1. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise accepted in mix designs. H. Hot - Weather Placement: When hot weather conditions exist that would impair quality and strength of concrete, place concrete complying with ACI 305 and as specified. CAST -IN-PLACE CONCRETE 03300-11 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA �. 1. Cool ingredients before mixing to maintain concrete temperature at time of placement to below 90 deg F. Mixing water may be chilled or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. 2. Cover reinforcing steel with water - soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedding in concrete. 3. Fog spray forms, reinforcing steel, and subgrade just before placing concrete. Keep subgrade moisture uniform without puddles or dry areas. 4. Use water - reducing retarding admixture when required by high temperatures, low humidity, or other adverse placing conditions, as acceptable to Architect. 3.9 FINISHING FORMED SURFACES A. Rough - Formed Finish: Provide a rough - formed finish on formed concrete surfaces not exposed to view in the finished Work or concealed by other construction. This is the concrete surface having texture imparted by form- facing material used, with tie holes and defective areas repaired and patched, and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. B. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike -off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. 3.10 MONOLITHIC SLAB FINISHES A. Scratch Finish: Apply scratch finish to monolithic slab surfaces to receive concrete floor topping or mortar setting beds for tile, portland cement terrazzo, and other bonded applied cementitious'finish flooring material, and where indicated. 1. After placing slabs, finish surface to tolerances of F(F) 15 (floor flatness) and F(L) 13 (floor levelness) measured according to ASTM E 1155 (ASTM E 1155M). Slope surfaces uniformly to drains where required. After leveling, roughen surface before final set with stiff brushes, brooms, or rakes. B. Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish and other finishes as specified; slab surfaces to be covered with membrane or elastic waterproofing, membrane or elastic roofing, or sand -bed terrazzo; and where indicated. CAST -IN -PLACE CONCRETE 03300-12 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 1. After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for floating. Begin floating, using float blades or float shoes only, when - surface water has disappeared, or when concrete has stiffened sufficiently to permit operation of power -driven floats, or both. Consolidate surface with power -driven floats or by hand - floating if area is small or inaccessible to power units. Finish surfaces to tolerances of F(F) 18 (floor flatness) and F(L) 15 (floor levelness) measured according to ASTM E 1155 (ASTM E 1155M). Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. C. Trowel Finish: Apply a trowel finish to monolithic slab surfaces exposed to view and slab surfaces to be covered with resilient flooring, carpet, ceramic or quarry tile, paint, or another thin film -finish coating system. 1. After floating, begin first trowel- finish operation using a power - driven trowel. Begin final troweling when surface produces a ringing ' sound as trowel is moved over surface. Consolidate concrete surface by final hand - troweling operation, free of trowel marks, uniform in texture and appearance, and finish surfaces to tolerances of F(F) 20 (floor flatness) and F(L) 17 (floor levelness) measured according to ASTM E 1155 (ASTM E 1155M). Grind smooth any surface defects that would telegraph through applied floor covering system. - D. Trowel and Fine Broom Finish: Where ceramic or quarry file is to be installed with thin -set mortar, apply a trowel finish as specified, then immediately follow by slightly scarifying the surface with a fine broom. E. Nonslip Broom Finish: Apply a nonslip broom finish to exterior concrete platforms, steps, and ramps, and elsewhere as indicated. 1 • Immediately after float finishing, slightly roughen concrete surface by brooming with fiber - bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application. 3.11 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place, and cure concrete as specified to blend with in -place construction. Provide other miscellaneous concrete filling shown or required to complete Work. CAST -IN -PLACE CONCRETE 03300-13 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel- troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded. C. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on drawings. Set anchor bolts for machines and equipment to template at correct elevations, complying with diagrams ortemplates of manufacturer furnishing machines and equipment. 3.12 CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather protect concrete from rapid moisture loss before and during finishing operations with an evaporation - control material. Apply according to manufacturer's instructions after screeding and bull floating, but before power floating and troweling. B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 7 days. C. Curing Methods: Cure concrete by curing compound, by moist curing, by moisture - retaining cover curing, or by combining these methods, as specified. D. Provide moisture curing by the following methods: Keep concrete surface continuously wet by covering with water. 2. Use continuous water -fog spray. 3. Cover concrete surface with specified absorptive cover, thoroughly saturate cover with water, and keep continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with a 4 inch lap over adjacent absorptive covers. E. Provide moisture - retaining cover curing as follows: I . Cover concrete surfaces with moisture- retaining cover for curing concrete, placed in widest practicable width with sides and ends lapped at least 3 inches and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. F. Apply curing compound on exposed interior slabs and on exterior slabs, walks, and curbs as follows: CAST -IN -PLACE CONCRETE 03300-14 COLLIER COUNTY UTILITIES OPERATIONS CENTER JOA T NAPLES, FLORIDA 1. Apply curing compound to concrete slabs as soon as final finishing operations are complete (within 2 hours and after surface water sheen has disappeared). Apply uniformly in continuous operation by power spray or roller according to manufacturer's directions. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. 2. Use membrane curing compounds that will not affect surfaces to be covered with finish materials applied directly to concrete. G. Curing Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces, by moist curing with forms in place for the full curing period or until forms are removed. If forms are removed, continue curing by methods specified above, as applicable. H. Curing Unformed Surfaces: Cure unformed surfaces, including slabs, floor topping, and other flat surfaces, by applying the appropriate curing method. Final cure concrete surfaces to receive finish flooring with a moisture - retaining cover, unless otherwise directed. 3.13 SHORES AND SUPPORTS A. General: Comply with ACI 347 for shoring and reshoring, and as specified. B. Remove shores and reshore in a planned sequence to avoid damage to partially cured concrete. Locate and provide adequate reshoring to support work without excessive stress or deflection. C. Keep reshores in place a minimum of 15 days after placing upper tier, or longer, if required, until concrete has attained its required 28 -day strength and heavy loads due to construction operations have been removed. 3.14 REMOVING FORMS A. General: Formwork not supporting weight of concrete, such as sides of beams, walls, columns, and similar parts of the work, may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form- removal operations, and provided curing and protection operations are maintained. CAST -IN-PLACE CONCRETE 03300-15 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA lOp B. Formwork supporting weight of concrete, such as beam soffits, joists, slabs, and other structural elements, may not be removed in less than 14 days or until concrete has attained at least 75 percent of design minimum compressive strength at 28 days. Determine potential compressive strength of in -place concrete by testing field -cured specimens representative of concrete location or members. C. Form - facing material may be removed 4 days after placement only if shores and other vertical supports have been arranged to permit removal of form- facing material without loosening or disturbing shores and supports. 3.15 REUSING FORMS A. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form- facing material will not be acceptable for exposed surfaces. Apply new form- coating compound as specified for new formwork. B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use patched forms for exposed concrete surfaces except as acceptable to Architect. 3.16 CONCRETE SURFACE REPAIRS A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removing forms, when acceptable to Architect. B. Mix dry-pack mortar, consisting of one part portland cement to 2 -1/2 parts fine aggregate passing a No. 16 mesh (1.2 mm) sieve, using only enough water as required for handling and placing. 1. Cut out honeycombs, rock pockets, voids over 1/4 inch in any dimension, and holes left by tie rods and bolts down to solid concrete but in no case to a depth less than 1 inch. Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water, and brush -coat the area to be patched with bonding agent. Place patching mortar before bonding agent has dried. 2. For surfaces exposed to view, blend white portland cement and standard portland cement so that, when dry, patching mortar will match surrounding color. Provide test areas at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. CAST -IN -PLACE CONCRETE 03300-16 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 A NAPLES, FLORIDA C. Repairing Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Architect. Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins and other projections on the surface, and stains and other discoloration that cannot be removed by cleaning. Flush out form tie holes and fill with dry-pack mortar or precast cement cone plugs secured in place with bonding agent. 1. Repair concealed formed surfaces, where possible, containing defects that affect the concrete's durability. If defects cannot be repaired, remove and replace the concrete. D. Repairing Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface tolerances specified for each surface and finish. Correct low and high areas as specified. Test unformed surfaces sloped to drain for trueness of slope and smoothness by using a template having the required slope. 1. Repair finished unformed surfaces containing defects that affect the concrete's durability. Surface defects include crazing and cracks in excess of 0.01 inch wide or that penetrate to the reinforcement or completely through nonreinforced sections regardless of width, spalling, popouts, honeycombs, rock pockets, and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. Proprietary underlayment compounds may be used when acceptable to Architect. 4. Repair defective areas, except random cracks and single holes not exceeding 1 inch in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose reinforcing steel with at least 3/4 inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. E. Repair isolated random cracks and single holes 1 inch or less in diameter by dry-pack method. Groove top of cracks and cut out holes to sound concrete and clean of dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding compound. Place dry-pack before bonding agent has dried. Compact dry-pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. CAST -IN -PLACE CONCRETE 03300-17 N t <„ COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA ION F. Perform structural repairs with prior approval ofArchitect for method and procedure, using specified epoxy adhesive and mortar. 3.17 QUALITY CONTROL TESTING DURING CONSTRUCTION A. General: The Contractor shall employ a testing agency to perform tests and to submit test reports. B. Sampling and testing for quality control during concrete placement shall include the following: 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. a. Slump: ASTM C 143; one test at point of discharge for each day's pour of each type of concrete; additional tests when concrete consistency seems to have changed. b. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F and below, when 80 deg F and above, and one test for each set of compressive - strength specimens. C. Compression Test Specimen: ASTM C 31; one set of four standard cylinders for each compressive - strength test, unless otherwise directed. Mold and store cylinders for laboratory-cured test specimens except when field -cured test specimens are required. d. Compressive - Strength Tests: ASTM C 39; one set for each day's pour exceeding 5 cu. yd. plus additional sets for each 50 cu. yd. more than the first 25 cu. yd. of each concrete class placed in any one day; one specimen tested at 7 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. 2. When frequency of testing will provide fewer than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. 3. When total quantity of a given class of concrete is less than 50 cu. yd., Architect may waive strength testing if adequate evidence of satisfactory strength is provided. 4. When strength of field -cured cylinders is less than 85 percent of companion laboratory-cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in -place concrete. CAST -IN -PLACE CONCRETE 03300-18 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 5. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi. C. Test results shall be reported in writing to Architect, Structural Engineer, ready -mix producer, and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7 -day tests and 28 -day tests. D. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. E. Additional Tests: The testing agency will make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Architect. Testing agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. END OF SECTION 03300 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida CAST-IN-PLACE CONCRETE 03300-19 rta gm w_ COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 104if , SECTION 04200 - UNIT MASONRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS w_. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Concrete unit masonry. 2. Masonry waste disposal. 1.3 DELIVERY, STORAGE, AND HANDLING A. Store masonry units on elevated platforms, under cover, and in a dry location to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion, and other causes. If units become wet, do not install until they are in an air -dried condition. B. Store cementitious materials on elevated platforms, under cover, and in a dry location. C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. 1.4 PROJECT CONDITIONS A. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for _ at least 3 days after building masonry walls or columns. B. Hot - Weather Requirements: Protect unit masonry work when temperature and humidity - conditions produce excessive evaporation of water from mortar and grout: Provide artificial shade and wind breaks and use cooled materials as required. Do not apply mortar to substrates with temperatures of 100 deg F (38 deg C) and above. UNIT MASONRY 04200-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PART 2 - PRODUCTS 2.1 MANUFACTURERS ION - A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1. Concrete Masonry Units: a. CSR Rinker Materials. b. Florida Rock Industries C. Krehling Industries, Inc. 2. Portland Cement, Mortar Cement, Masonry Cement, and Lime: a. Cement Industries b. CSR Rinker Materials C. Florida Rock Industries d. Krehling Industries, Inc 3. Joint Reinforcement, Ties, and Anchors: a. AA Wire Products Co. b. Dur- O -Wal, Inc. C. Masonry Reinforcing Corp. of America. d. National Wire Products Industries. e. Southern Construction Products. 2.2 CONCRETE MASONRY UNITS A. General: Provide shapes indicated and as follows for each form of concrete masonry unit required. 1. Provide special shapes for lintels, corners, jambs, control joints, headers, bonding, and other special conditions. 2. Provide square -edged units for outside corners. B. Concrete Masonry Units: ASTM C 90 and as follows: 1. Unit Compressive Strength: Provide units with minimum average net -area compressive strength indicated below: a. 1900 psi. UNIT MASONRY 04200-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 2. Weight Classification: Normal weight. 3. Size: Manufactured to the actual dimensions listed below (within tolerances specified in the applicable referenced ASTM specification) for the corresponding nominal sizes indicated on Drawings: a. 4 inch nominal: 3 -5/8 inch actual. b. 6 inch nominal: 5 -5/8 inch actual. C. 8 inch nominal: 7 -5/8 inch actual. d. 12 inch nominal: 11 -5/8 inch actual. e. 16 inch nominal: 15 -5/8 -inch actual. 2.3 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C 150, Type I or II. Provide natural color or white cement as required to produce mortar color indicated. B. Masonry Cement: ASTM C 91. _. C. Mortar Cement: U.B.C. Standard No. 21 -14. D. Hydrated Lime: ASTM C 207, Type S. E.. Portland Cement -Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or Type Ill, and hydrated lime complying with ASTM C 207. F. Aggregate for Mortar: ASTM C 144; except for joints less than 1/4 inch, use aggregate graded with 100 percent passing the No. 16 sieve. G. Aggregate for Grout: ASTM C 404. H. Ready -Mixed Mortar: Cementitious materials, water, and aggregate complying with requirements specified in this Article; combined with set - controlling admixtures to produce a ready -mixed mortar complying with ASTM C 1142. I• Water: Potable. 2.4 REINFORCING STEEL A. Steel Reinforcing Bars: Material and grade as follows: 1. Billet steel complying with ASTM A 615. a. Grade 60. UNIT MASONRY 04200-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10p � .. B. Deformed Reinforcing Wire: ASTM A 496, with ASTM A 153, Class B -2 zinc coating. C. Welded -Wire Fabric: ASTM A 185. 2.5 JOINT REINFORCEMENT A. General: Provide joint reinforcement formed from the following: 1. Galvanized carbon -steel wire, coating class as follows: a. ASTM A 641, Class 1, for interior walls; and ASTM A 153, Class B -2, for exterior walls. B. Description: Welded -wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 10 feet, with prefabricated corner and tee units, and complying with requirements indicated on the Drawings. C. For single -wythe masonry, provide type as follows with single pair of side rods: MCI a 2.7 1. Ladder design with perpendicular cross rods spaced not more than 16 inches o.c. RIGID ANCHORS General: Fabricate from steel bars as follows: 1. 1 -1 /2 inches wide by 1/4 inch thick by 24 inches long, with ends turned up 2 inches or with cross pins. MISCELLANEOUS ANCHORS A. Anchor Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers; hot -dip galvanized to comply with ASTM A 153, Class C; of diameter and length indicated and as required to install the work of other trades. B. Postinstalled Anchors: Anchors as described below, with capability to sustain, without failure, load imposed within factors of safety indicated, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency. 1. Type: Expansion anchors. 2. Corrosion Protection: Carbon -steel components zinc plated to comply with ASTM B 633, Class Fe /Zn 5 (5 microns) for Class SC 1 service condition (mild). 3. For Postinstalled Anchors in Concrete: Capability to sustain, without failure, a load equal to 4 times the loads imposed by masonry. 04200-4 UNIT MASONRY COLLIER COUNTY UTILITIES OPERATIONS CENTER l OA j NAPLES, FLORIDA 4. For Postinstalled Anchors in Grouted Concrete Masonry Units: Capability to sustain, without failure, a load equal to 6 times the loads imposed by masonry. 2.8 MISCELLANEOUS MASONRY ACCESSORIES A. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Type 2, Class A, Grade 1; compressible up to 35 percent; of width and thickness indicated; formulated from the following materials: 1. Neoprene. 2. Urethane. 3. Polyvinyl chloride. B. Preformed Control -Joint Gaskets: Material as indicated below, designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. 1. Styrene - Butadiene Rubber Compound: ASTM D 2000, Designation M2AA -805. 2. Polyvinyl Chloride: ASTM D 2287, General Purpose Grade, Type PVC - 65406. C. Bond - Breaker Strips: Asphalt - saturated, organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt). 2.9 MASONRY CLEANERS A. Job -Mixed Detergent Solution: Solution of 1/2 -cup dry measure tetrasodium polyphosphate and 1/2 -cup dry measure laundry detergent dissolved in 1 gal. of water. B. Proprietary Acidic Cleaner: Manufacturer's standard-strength designed for removing mortar /grout stains, efflorescence, and oth'err new construction stains from new masonry surfaces of type indicated below without discoloring or damaging masonry surfaces; expressly approved for intended use by manufacturer of masonry units being cleaned. I. Products: Subject to compliance with requirements, provide one of the following: a. 202 New Masonry Detergent; Diedrich Technologies, Inc. b. 200 Lime Solv; Diedrich Technologies, Inc. C. 202V Vana -Stop; Diedrich Technologies, Inc. d. Sure Klean No. 600 Detergent; ProSoCo, Inc. UNIT MASONRY 04200-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORID A 2.10 MORTAR AND GROUT MIXES A. General: Do not use admixtures, including pigments, air- entraining agents, accelerators, retarders, water- repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout. B. Mortar for Unit Masonry: Comply with ASTM C 270, for job -mixed mortar; an d ASTM C 1142 for ready -mixed mortar, of types indicated below: 1. For masonry below grade, in contact with earth, and where indicated, use type indicated below: a. Type: S. 2. For reinforced masonry and where indicated, use type indicated below: a. Type: S. 3. For interior load - bearing walls; for interior nonload- bearing partitions, and for other applications where another type is not indicated, use type indicated below: a. Type: N. C. Grout for Unit Masonry: Comply with ASTM C 476. Use grout of consistency indicated or, if not otherwise indicated, of consistency (fine or coarse) at time of placement that will completely fill spaces intended to receive grout. 1. Use coarse grout in grout spaces 2 inches or more in least horizontal dimension, unless otherwise indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of unit masonry. Do not proceed with installation until unsatisfactory conditions have been corrected. B. Examine rough -in and built -in construction to verify actual locations of piping connections prior to installation. 04200-6 UNIT MASONRY COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 3.2 INSTALLATION, GENERAL —. A. Thickness: Build cavity and composite walls and other masonry construction to the full thickness shown. Build single -wythe walls to the actual thickness of the masonry units, using units of thickness indicated. B. Build chases and recesses to accommodate items specified in this and other Sections of the Specifications. C. Leave openings for equipment to be installed before completion of masonry. After installing equipment, complete masonry to match construction immediately adjacent to the opening. D. Cut masonry units with motor -driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining construction. Use full - size units without cutting, where possible. Allow units cut with water- cooled saws to dry before placing, unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. 3.3 CONSTRUCTION TOLERANCES A. Variation from Plumb: For vertical lines and surfaces of columns, walls, and arrises, do not exceed 1/4 inch in 10 feet, nor 3/8 inch in 20 feet, nor ' /z inch in 40 feet or more. For external corners, expansion joints, control joints, and other conspicuous lines, do not exceed 1/4 inch in 20 feet, nor' /2 inch in 40 feet or more. For vertical alignment of head joints, do not exceed plus or minus 1/4 inch in 10 feet, nor V2 inch maximum. B. Variation from Level: For bed j oints and lines of exposed lintels, sills, parapets, horizontal grooves, and other conspicuous lines, do not exceed 1/4 inch in 20 feet, nor %2 inch in 40 feet or more. For top surface of bearing walls, do not exceed 1/8 inch in 10 feet, nor 1/16 inch within width of a single unit. C. Variation of Linear Building Line: For position shown in plan and related portion of columns, walls, and partitions, do not exceed %2 inch in 20 feet, nor 3/4 inch in 40 feet or more. D. Variation in Cross - Sectional Dimensions: For columns and thickness of walls, from dimensions shown, do not exceed minus 1/4 inch nor plus'/ inch. E. Variation in Mortar -Joint Thickness: Do not vary from bed joint thickness indicated by more than plus or minus 1/8 inch, with a maximum thickness limited to %2 inch. Do not vary bed joint thickness from bed joint thickness of adjacent course by more than 1/8 inch. Do not vary from head joint thickness indicated by more than plus or minus 1/8 inch. Do not vary head joint thickness from adjacent head joint thickness by more than 1/8 inch. Do not vary from collar joint thickness indicated by more than minus 1/4 inch or plus 3/8 inch. UNIT MASONRY 04200-7 AM COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.4 LAYING MASONRY WALLS l0A A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and for accurate locating of openings, movement type joints, returns, and offsets. Avoid the use of less - than- half -size units at corners, jambs, and where possible at other locations. B. Lay walls to comply with specified construction tolerances, with courses accurately spaced and coordinated with other construction. C. Bond Pattern for Exposed Masonry: Lay exposed masonry in the following bond pattern; do not use units with less than nominal 4 -inch horizontal face dimensions at corners or jambs. 1. One -half running bond with vertical joint in each course centered on units in courses above and below. D. Stopping and Resuming Work: In each course, rack bask 1/2-unit length for one-half loose running bond do not tooth. Clean exposed surfaces o masonry units and mortar prior to laying fresh masonry. E. Built -in Work: As construction progresses, build -in items specified under this and other Sections of the Specifications. Fill in solidly with masonry around built -in items. F. Fill space between hollow metal frames and masonry solidly with mortar, unless otherwise indicated. G. Where built -in items are to be embedded in cores of hollow masonry units, place a layer of metal lath in the joint below and rod mortar or grout into core. H. Fill cores in hollow concrete masonry units with grout 24 inches under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated. 1. Build nonload- bearing interior partitions full height of story to underside of solid floor or roof structure above and as follows: I . Install compressible filler in joint between top of partition and underside of structure above. 3.5 MORTAR BEDDING AND JOINTING A. Lay hollow concrete masonry units as follows: I . With full mortar coverage on horizontal and vertical face shells. 04200-8 UNIT MASONRY COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 '# 2. Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where adjacent to cells or cavities to be filled with grout. 3. For starting course on footings where cells are not grouted, spread out full mortar bed, including areas under cells. 4. Maintain joint widths indicated, except for minor variations required to maintain bond alignment. If not indicated, lay walls with 3/8 -inch joints. B. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness, unless otherwise indicated. C. Cut joints flush for masonry walls that are to receive plaster or other direct - applied finishes (other than paint), unless otherwise indicated. 3.6 CAVITIES A. Keep cavities clean of mortar droppings and other materials during construction. Strike joints facing cavities flush. 3.7 HORIZONTAL -JOINT REINFORCEMENT A. General: Provide continuous horizontal joint reinforcement as indicated. Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior side of walls, ' /Z inch elsewhere. Lap reinforcing a minimum of 6 inches. I . Space reinforcement not more than 16 inches o.c. 2. Space reinforcement not more than 8 inches o.c. in parapet walls. 3. Provide reinforcement in mortar joint I block course above and below wall openings and extending 12 inches beyond opening. B. Cut or interrupt joint reinforcement at control and expansion joints, unless otherwise indicated. C. Provide continuity at corners and wall intersections by using prefabricated "L" and "T" sections. Cut and bend reinforcement units as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures, and other special conditions. 3.8 ANCHORING MASONRY TO STRUCTURAL MEMBERS A. Anchor masonry to structural members where masonry abuts or faces structural members to comply as indicated on the Drawings. UNIT MASONRY 04200-9 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA I () N 3.9 CONTROL AND EXPANSION JOINTS A. General: Install control and expansion joints in unit masonry where indicated. Build -in related items as the masonry progresses. Do not form a continuous span through movement joints unless provisions are made to prevent in -plane restraint of wall or partition movement. B. Form control joints in concrete masonry as follows: Install temporary foam plastic filler in joints. 3.10 LINTELS A. Provide masonry lintels where shown and where openings of more than 12 inches for block size units are shown without structural steel or other supporting lintels. 1. Provide prefabricated or built -in -place masonry lintels. Use specially formed bond beam units with reinforcement bars placed as indicated and filled with coarse grout. Cure precast lintels before handling and installing. Temporarily support built -in- place lintels until cured. 2. Provide at Contractor's option formed -in -place concrete lintels complying with requirements of Division 3 Section "Cast -in -Place Concrete." B. Provide minimum bearing of 8 inches at each jamb, unless otherwise indicated. 3.11 INSTALLATION OF REINFORCED UNIT MASONRY A. Temporary Formwork and Shores: Construct formwork and shores to support reinforced masonry elements during construction. 1. Construct formwork to conform to shape, line, and dimensions shown. Make sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry. 2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary loads that may be placed on them during construction. B. Grouting: Do not place grout until entire height of masonry to be grouted has attained sufficient strength to resist grout pressure. L Do not exceed the following pour heights for grout: UNIT MASONRY 04200-10 1„,.... COLLIER COUNTY UTILITIES OPERATI 0 A ONS CENTER NAPLES, FLORIDA a. For minimum widths of grout spaces of 3 inches or for minimum grout space of hollow unit cells of 3 by 3 inches, pour height of 12 feet. 2. Provide cleanout holes at least 4 inches in least dimension for grout pours over 16 inches in height. a. Provide cleanout holes at each vertical reinforcing bar. b. At solid grouted masonry, provide cleanout holes at not more than 32 inches O.C. 3.12 REPAIlUNG, POINTING, AND CLEANING A. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or if units do not match adjoining units. Install new units to match adjoining units; install in fresh mortar or grout, pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point -up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for application of sealants. C. In- Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears prior to tooling joints. 3.13 MASONRY WASTE DISPOSAL A. Recycling: Undamaged, excess masonry materials are Contractor's property and shall be removed from the Project site for his use. END OF SECTION 04200 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida UNIT MASONRY 04200-11 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Miscellaneous steel fabrications. 2. Loose bearing and leveling plates. 3. Steel framing and supports for mechanical and electrical equipment. 1.3 SUBMITTALS A. Shop Drawings: Detail fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. 1. Provide templates for anchors and bolts specified for installation under other Sections. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing metal fabrications similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. B. Welding: Qualify procedures and personnel according to the following: 1. AWS D1.1, "Structural Welding Code -- Steel." 2. AWS D1.3, "Structural Welding Code- -Sheet Steel." 1.5 PROJECT CONDITIONS A. Field Measurements: Where metal fabrications are indicated to fit walls and other - construction, verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. METAL FABRICATIONS 05500-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER n NAPLES, FLORIDA 10 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating metal fabrications without field measurements. Coordinate construction to ensure that actual dimensions correspond to established dimensions. Allow for trimming and fitting. 1.6 COORDINATION A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. PART 2 - PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: For metal fabrications exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. 2.2 FERROUS METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A. B. Steel Tubing: Cold - formed steel tubing complying with ASTM A 500. C. Steel Pipe: ASTM A 53, standard weight, unless another weight is indicated or required by structural loads. D. Cast -in -Place Anchors in Concrete: Anchors of type indicated below, fabricated from corrosion - resistant materials capable of sustaining, without failure, the load imposed within a safety factor of 4, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency. 1. Threaded or wedge type; galvanized ferrous castings, either ASTM A 47 malleable iron or ASTM A 27/A cast steel. Provide bolts, washers, and shims as needed, hot- dip galvanized per ASTM A 153/A. E. Welding Rods and Bare Electrodes: Select according to AWS specifications formetal alloy welded. METAL FABRICATIONS 05500-2 .:. COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.3 PAINT A. Shop Primers: Provide primers that comply with Division 9 Section "Painting." B. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying with SSPC -Paint 20. 2.4 FASTENERS A. General: Provide Type 304 or 316 stainless -steel fasteners for exterior use and zinc - plated fasteners with coating complying with ASTM B 633, Class Fe /Zn 5, where built into exterior walls. Select fasteners for type, grade, and class required. B. Bolts and Nuts: Regular hexagon -head bolts, ASTM A 307, Grade A; with hex nuts, ASTM A 563; and, where indicated, flat washers. C. Anchor Bolts: ASTM F 1554, Grade 36. D. Machine Screws: ASME B18.6.3. E. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to six times the load imposed when installed in unit masonry and equal to four times the load imposed when installed in concrete, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency. 1. Material: Carbon -steel components zinc - plated to comply with ASTM B 633, Class Fe /Zn 5. F. Toggle Bolts: FS FF -B -588, tumble -wing type, class and style as needed. 2.5 GROUT A. Nonshrink, Nonmetallic Grout: Factory- packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. 2.6 FABRICATION, GENERAL w A. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. B. Shear and punch metals cleanly and accurately. Remove burrs. METAL FABRICATIONS 05500-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA C. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. D. Weld corners and seams continuously to comply with the following: Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. E. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. F. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. G. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate. H. Allow for thermal movement resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening up of joints, overstressing of components, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. J. Remove sharp or rough areas on exposed traffic surfaces. K. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat- head (countersunk) screws or bolts. Locate joints where least conspicuous. METAL FABRICATIONS 05500-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 2.7 LOOSE BEARING AND LEVELING PLATES A. Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction. Drill plates to receive anchor bolts and for grouting. 2.8 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Provide steel framing and supports indicated and as necessary to complete the Work. B. Fabricate units from structural -steel shapes, plates, and bars of welded construction, unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction retained by framing and supports. Cut, drill, and tap units to receive hardware, hangers, and similar items. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing metal fabrications to in -place construction. Include threaded fasteners for concrete and masonry inserts, toggle bolts, through- bolts, lag bolts, wood screws, and other connectors. B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication and are for bolted or screwed field connections. E. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion- and develop strength and corrosion resistance of base metals. METAL FABRICATIONS 05500-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacerit surface. F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint. 3.2 SETTING BEARING AND LEVELING PLATES A. Clean concrete and masonry bearing surfaces of bond - reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of plates. B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off flush with edge of bearing plate before packing with grout. 1. Use nonshrink grout, either metallic or nonmetallic, in concealed locations where not exposed to moisture; use nonshrink, nonmetallic grout in exposed locations, unless otherwise indicated. 2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. 3.3 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instructions and requirements indicated on Shop Drawings, if any. B. Anchor supports for operable partitions securely to and rigidly brace from building structure. 3.4 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop painting to comply with SSPC -PA 1 for touching up shop - painted surfaces. END OF SECTION 05500 METAL FABRICATIONS 05500 6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 06105 - MISCELLANEOUS CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10 A. Drawings and general provisions of the Contract, including General and Supplementary -- Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Wood furring, grounds, nailers, and blocking. 2. Misc. wood framing and bracing. 1.3 DELIVERY, STORAGE, AND HANDLING A. Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels. Provide for air circulation within and around stacks and under temporary coverings. PART 2 - PRODUCTS 2.1 a 2.2 LUMBER, GENERAL Unless noted otherwise, provide SYP no. 2 lumber throughout. 1. Provide dressed lumber, S4S, unless otherwise indicated. 2. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2 -inch nominal thickness or less, unless otherwise indicated. WOOD - PRESERVATIVE - TREATED MATERIALS A. General: Where lumber is indicated as preservative treated or is indicated "PT ", comply with applicable requirements of AWPA C2 (lumber). B. Pressure treat aboveground items with waterborne preservatives to a minimum retention _ of 0.25 lb /cu. ft. Treat indicated items and the following: MISCELLANEOUS CARPENTRY 06105-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 3. Wood floor plates installed over concrete slabs directly in contact with earth. C. Pressure treat wood members in contact with ground or freshwater with waterborne preservatives to a minimum retention of 0.40 lb /cu. ft. D. Fire Resistive Treatment -All concealed wood members shall be fire - resistive treated in accordance with FBC requirements. 2.3 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. Where miscellaneous carpentry is exposed to weather, in ground contact, or in areas open to outdoor environment, and wet areas, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of Type 304 stainless steel. B. Nails, Wire, Brads, and Staples: FS FF -N -105. C. Power - Driven Fasteners: CABO NER -272. D. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Discard units of material with defects that impair quality of carpentry and that are too small to use with minimum number of joints or optimum joint arrangement. B. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. C. Fit carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. MISCELLANEOUS CARPENTRY 06105-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA l0A 'a! D. Apply field treatment complying with AWPA M4 to cut surfaces of preservative - treated lumber and plywood. E. Securely attach carpentry work as indicated and according to applicable codes and recognized standards. F. Countersink nail heads on exposed carpentry work and fill holes with wood filler. G. Use fasteners of appropriate type and length. Predrill members when necessary to avoid splitting wood. 3.2 WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS A. Install where shown and where required for screeding or attaching other work. Cut and shape to required size. Coordinate locations with other work involved. B. Attach to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. 3.3 WOOD FURRING A. Install plumb and level with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. B. Furring to Receive Gypsum Board: Install 1 -by -2 -inch nominal- size furring at 16 inches o.c., vertically. 3.4 MISC. WOOD BRACING AND FRAMING A. Install with minimum number of joints practical, using full - length pieces from max'mum lengths of lumber available. Produce tight- fitting joints with full - surface contact throughout length of joint. Refer to drawings for additional requirements. END OF SECTION 06105 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida MISCELLANEOUS CARPENTRY 06105-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS JOA A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUIVB ARY A. This Section includes laminate -clad cabinets and countertops and solid surface countertops. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Shop drawings showing location of each item, dimensioned plans and elevations, large - scale details, attachment devices, and other components. C. Samples for initial selection of the following in the form of manufacturer's color charts consisting of actual units or sections of units showing the full range of colors, textures, and patterns available for each type of material indicated. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: Firm experienced in producing architectural woodwork similar to that indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units without delaying the Work. B. Quality Standard: Except as otherwise indicated, comply with the following standard: 1. AWI Quality Standard: "Architectural Woodwork Quality Standards" of the Architectural Woodwork Institute for grades of interior architectural woodwork, construction, finishes, and other requirements. - 2. The Contract Documents contain selections chosen from options in the Quality Standard as well as additional requirements beyond those of the Quality Standard. Comply with such selections and requirements in addition to the Quality Standard. INTERIOR ARCHITECTURAL WOODWORK 06402-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect woodwork during transit, delivery, storage, and handling to prevent damage, soilage, and deterioration. B. Do not deliver woodwork until painting and similar operations that could damage, soil, or deteriorate woodwork have been completed in installation areas. If woodwork must be stored in other than installation areas, store only in areas whose environmental conditions meet requirements specified in "Project Conditions." 1.6 PROJECT CONDITIONS A. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before fabrication, and show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Verify locations of concealed framing, blocking, reinforcements, and furring that support woodwork by accurate field measurements before being enclosed. Record measurements on final shop drawings. 2. Where field measurements cannot be made without delaying the Work, guarantee dimensions and proceed with fabricating woodwork without field measurements. Provide allowance for trimming at site and coordinate construction to ensure that actual dimensions correspond to guaranteed dimensions. 1.7 COORDINATION A. Coordinate sizes and locations of framing, blocking, fin-ring, reinforcements, and other related units of Work specified in other Sections to ensure that interior architectural woodwork can be supported and installed as indicated. PART2- PRODUCTS 2.1 MATERIALS A. General: Provide materials that comply with requirements of the AWI quality standard for each type of woodwork and quality grade indicated and, where the following products are part ofinterior woodwork, with requirements ofthe referenced product standards that apply to product characteristics indicated: B. High - Pressure Decorative Laminate: NEMA LD 3, grades as indicated, or ifnot indicated, as required by woodwork quality standard. INTERIOR ARCHITECTURAL WOODWORK 06402-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA l0A 1. Manufacturer: Subject to compliance with requirements, provide high- pressure decorative laminates by one of the following: a. Formica Corporation. b. Nevamar Corp. C. Ralph Wilson Plastics Co. C. Adhesive for Bonding Plastic Laminate: Contact cement, Aliphatic resin, or Urea - formaldehyde. 2.2 CABINET HARDWARE AND ACCESSORY MATERIALS A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets, as required for a complete and proper installation. B. Cabinet Hardware Schedule: Refer to schedule at end of this Section for cabinet hardware required for architectural cabinets. C. Hardware Standard: Comply with BHMA A156.9 for items indicated by reference to BHMA numbers or referenced to this standard. D. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA code number indicated. 1. Satin Chromium Plated: BHMA 626 for brass or bronze base; BHMA 652 for steel base, or Stainless Steel, Stainless -Steel Base: BHMA 630. E. For concealed hardware provide manufacturer's standard finish that complies with product class requirements of BHMA A156.9. 2.3 INSTALLATION MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Preservative treated softwood, kiln dried to less than 15 percent moisture content. B. Screws: Select material, type, size, and finish required for each use. Comply with ASME B18.6.1 for applicable requirements. 1. For metal framing supports, provide screws as recommended by metal- framing manufacturer. C. Nails: Select material, type, size, and finish required for each use. Comply with FS FF N- 105 for applicable requirements. INTERIOR ARCHITECTURAL WOODWORK 06402-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA D. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide nonferrous metal or hot -dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled -in -place anchors. 2.4 FABRICATION, GENERAL A. Interior Woodwork Grade: Provide interior woodwork complying with the referenced quality standard and of the following grade: 1. Grade: Custom. B. Wood Moisture Content: Comply with requirements of referenced quality standard for wood moisture content in relation to relative humidity conditions existing during time of fabrication and in installation areas. C. Fabricate woodwork to dimensions, profiles, and details indicated. D. Complete fabrication, including assembly, finishing, and hardware application, before shipment to Project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 1. Trial fit assemblies at the fabrication shop that cannot be shipped completely assembled. Install dowels, screws, bolted connectors, and other fastening devices that can be removed after trial fitting. Verify that various parts fit as intended and check measurements ofassemblies against field measurements indicated on approved shop drawings before disassembling for shipment. E. Shop -cut openings, to maximum extent possible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. Locate openings accurately and use templates or roughing -in diagrams to produce accurately sized and shaped openings. Smooth edges of cutouts and, where located in countertops and similar exposures, seal edges with a water - resistant coating. 2.5 LAMINATE -CLAD CABINETS (PLASTIC- COVERED CASEWORK) A. Quality Standard: Comply with AWI Section 400 requirements for laminate -clad cabinets. B. AWI Type of Cabinet Construction: Flush overlay. C. Laminate Cladding for Exposed Surfaces: High - pressure decorative laminate complying with the following requirements: I. Horizontal Surfaces Other than Tops: GP -50, 0.050 -inch nominal thickness. INTERIOR ARCHITECTURAL WOODWORK 06402-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA ®A 2. Vertical Surfaces: GP -50, 0.050 -inch nominal thickness. 3. Edges: GP -50, 0.050 -inch nominal thickness. D. Materials for Semiexposed Surfaces: Provide surface materials indicated below: 1. Surfaces Other than Drawer Bodies: High- pressure decorative laminate, Grade GP- 28. 2. Drawer Sides and Backs: Thermoset overlay. 3. Drawer Bottoms: Thermoset overlay. E. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements: 1. Provide Architect's selections from laminate manufacturer's full range of colors and finishes in the following categories: a. Solid colors. b. Patterns. (Non- premium) PART 3 - EXECUTION 3.1 PREPARATION A. Condition woodwork to average prevailing humidity conditions in installation areas before installing. B. Before installing architectural woodwork, examine shop - fabricated work for completion and complete work as required, including back priming and removal of packing. 3.2 INSTALLATION A. Quality Standard: Install woodwork to comply with AWI Section 1700 for the same grade specified in Part 2 of this Section for type of woodwork involved. B. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 96 inches. C. For plumb and level (including tops). D. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged finish at cuts. INTERIOR ARCHITECTURAL WOODWORK 06402-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.3 l0A E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork and matching final finish where transparent finish is indicated. F. Standing and Running Trim: Install with minimum number of joints possible, using full - length pieces (from maximum length of lumber available) to the greatest extent possible. Do not use pieces less than 36 inches long, except where necessary. Stagger joints in adjacent and related members. Fill gaps, if any, between top of base and wall with plastic wood filler, sand smooth, and finish same as wood base, if finished. 1. Install standing and running trim with no more than 1/8 inch in 96 -inch variation from a straight line. G. Cabinets: Install without distortion so that doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessory items as indicated. I. Install cabinets with no more than 1/8 inch in 96 -inch sag, bow, or other variation from a straight line. H. Tops: Anchor securely to base units and other support systems as indicated. Calk space between backsplash and wall with specified sealant. 1. Install countertops with no more than 1/8 inch in 96 -inch sag, bow, or other variation from a straight line. ADJUSTING AND CLEANING A. Repair damaged and defective woodwork where possible to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance. B. Clean, lubricate, and adjust hardware. C. Clean woodwork on exposed and semiexposed surfaces. Touch up shop - applied finishes to restore damaged or soiled areas. 3.4 PROTECTION A Provide final protection and maintain conditions in a manner acceptable to fabricator and Installer that ensures that woodwork is without damage or deterioration at the time of Substantial Completion. INTERIOR ARCHITECTURAL WOODWORK 06402-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA Wk%-, 3.5 CABINET HARDWARE AND ACCESSORY SCHEDULE A. BHMA numbers are used below to designate hardware requirements, except as otherwise indicated. -- B. Concealed (European Type) Hinges: B01602. C. Pulls: Amerock 3416 -26 pull, 3" centers chrome or s.s. finish, no substitutions. D. Catches: As follows: 1. Magnetic Catches: B03141. E Adjustable Shelf Standards: B04071. 1. Shelf Rests for Standards: B04081. F. Shelf Rests: B04013. G. Drawer Slides: Side - mounted, full- extension, zinc - plated steel drawer slides with steel ball bearings, complying with BHMA Al56.9, Grade 1 and rated for the following loads: 1. Box Drawer Slides: 100 lbf. H. Door Locks: E07121. I. Drawer Locks: E07041. END OF SECTION 06402 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida INTERIOR ARCHITECTURAL WOODWORK 06402-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 07210 - BUILDING INSULATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10A A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes exposed and concealed building insulation. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each type of insulation product specified. 1.4 QUALITY ASSURANCE A. Single - Source Responsibility for Insulation Products: Obtain each type of building insulation from a single source with resources to provide products complying with requirements indicated without delaying the Work. B. Fire -Test- Response Characteristics: Provide insulation and related materials with the fire- test-response characteristics indicated on Drawings or specified elsewhere in this Section as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. 1. Surface - Burning Characteristics: ASTM E 84. 2. Fire - Resistance Ratings: ASTM E 119. 3. Combustion Characteristics: ASTM E 136. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect insulation materials from physical damage and from deterioration by moisture, soiling, and other sources. Store inside and in a dry location. Comply with manufacturer's written instructions for handling, storing, and protecting during installation. B. Protect plastic insulation materials as follows: BUILDING INSULATION 07210-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER w- NAPLES, FLORIDA 1. Do not expose to sunlight, except to extent necessary for period of installation and concealment, protect against ignition at all times. Do not deliver plastic insulating materials to Project site before installation time, and complete installation and concealment of plastic materials as rapidly as possible in each area of construction. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering insulation products that may be incorporated in the work include, but are not limited to, the following: 1. Glass -Fiber Insulation: a. CertainTeed Corporation., b. Knauf Fiber Glass GmbH. C. Owens - Corning Fiberglas Corporation. d. Schuller International, Inc. 2.2. INSULATING MATERIALS A General: Provide insulating materials that comply with requirements and with referenced standards. 1. Preformed Units: Sizes to fit applications indicated; selected from manufacturer's standard thicknesses, widths, and lengths. B. Unfaced Mineral -Fiber Blanket Insulation: Thermal insulation combining mineral fibers of type described below with thermosetting resins to comply with ASTM C 665, Type I (blankets without membrane facing). Mineral -Fiber Type: Fibers manufactured from glass. 2. Surface - Burning Characteristics: Maximum flame- spread and smoke - developed indices of 25 and 50, respectively. C. Faced Mineral -Fiber Blanket Insulation: Thermal insulation combining mineral fibers of type described below with thermosetting resins to comply with ASTM C 665, Type III, Class A (blankets with membrane facing and flame spread of 25 or less) L Mineral -Fiber Type: Fibers manufactured from glass, slag wool, or rock wool. BUILDING INSULATION 07210-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER Z O A NAPLES, FLORIDA PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements of Sections in which substrates and related work are specified and to determine if other conditions affecting performance of insulation are satisfactory. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Close off openings in cavities receiving insulation to prevent escape of insulation. 3.3 INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and application indicated. B. Install insulation that is undamaged, dry, and unsoiled. 3.4 INSTALLATION OF GENERAL BUILDING INSULATION A. Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. 3.5 INSTALLATION OF ROOF INSULATION A. Install roof insulation under metal deck in strict compliance with manufacturer's written instructions. Provide non - corrosive mechanical fasteners and strap materials to secure materials to structural framing. 3.6 PROTECTION A. General: Protect installed insulation and vapor retarders from damage due to harmful weather exposures, physical abuse, and other causes. Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. END OF SECTION 07210 Naples, Florida BUILDING INSULATION 07210-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 07270 - FIRESTOPPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10 A A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes firestopping for the following: 1. Penetrations through fire - resistance -rated wall and floor construction including both empty openings and openings containing cables, pipes, ducts, conduits, and other penetrating items. 2. Sealant joints in fire - resistance -rated construction. 1.3 SYSTEM PERFORMANCE REQUIREMENTS A. General: Provide firestopping systems that are produced and installed to resist the spread of fire, according to requirements indicated, and the passage of smoke and other gases. B. F -Rated Through- Penetration Firestop Systems: Provide through- penetration firestop systems with F ratings indicated, as determined per ASTM E 814, but not less than that equaling or exceeding the fire - resistance rating of the constructions penetrated. C. Fire - Resistive Joint Sealants: Provide joint sealants with fire- resistance ratings indicated, as determined per ASTM E 119, but not less than that equaling or exceeding the fire resistance rating of the construction in which the joint occurs. D. For firestopping exposed to view, traffic, moisture, and physical damage, provide products that do not deteriorate when exposed to these conditions. 1. For piping penetrations for plumbing and wet -pipe sprinkler systems, provide moisture - resistant through- penetration firestop systems. 2. For penetrations involving insulated piping, provide through- penetration firestop systems not requiring removal of insulation. FIRESTOPPING 07270-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA - loA W44 E. For firestopping exposed to view, provide products with flame- spread values of less than 25 and smoke - developed values of less than 450, as determined per ASTM E 84. 1.4 SUBMITTALS A. General: Submit the following according to Conditions of Contract and Division 1 Specification Sections. B. Product data for each type of product specified, including certification by firestopping manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs) and are nontoxic to building occupants. 1.5 QUALITY ASSURANCE A. Fire - Test - Response Characteristics: Provide firestopping that complies with the following requirements and those specified under the "System Performance Requirements" article: 1. Firestopping tests are performed by a qualified testing and inspecting agency. A qualified testing and inspecting agency is UL, Warnock Hersey, or another agency performing testing and follow -up inspection services for firestop systems that is acceptable to authorities having jurisdiction. 2. Through- penetration firestop systems are identical to those tested per ASTM E 814 under conditions where positive furnace pressure differential of at least 0.01 inch of water is maintained at a distance of 0.78 inch below the fill materials surrounding the penetrating items in the test assembly. Provide rated systems complying with the following requirements: a. Through - penetration firestop system products bear classification marking of qualified testing and inspecting agency. b. Through- penetration firestop systems correspond to those indicated by reference to through - penetration firestop system designations listed by UL in their "Fire Resistance Directory," by Warnock Hersey, or by another qualified testing and inspecting agency. 3. Fire- resistive joint sealant systems are identical to those tested for fire- response characteristics per ASTM E 119 under conditions where the positive furnace pressure differential is at least 0.01 inch of water, as measured 0.78 inch from the face exposed to furnace fire. Provide systems complying with the following requirements: a. Fire - Resistance Ratings of Joint Sealants: As indicated by reference to design designations listed by UL in their "Fire Resistance Directory" or by another qualified testing and inspecting agency. FIRESTOPPING 07270 - 2 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA a_ b. Joint sealants, including backing materials, bear classification marking of qualified testing and inspection agency. B. Information on drawings referring to specific design designations of through- penetration firestop systems is intended to establish requirements for performance based on conditions _. that are expected to exist during installation. Any changes in conditions and designated systems require the Architect's and AHD's prior approval. Submit documentation showing that the performance of proposed substitutions equals or exceeds that of the systems they would replace and are acceptable to authorities having jurisdiction. C. Installer Qualifications: Engage an experienced Installer who has completed firestopping - that is similar in material, design, and extent to that indicated for Project and that has performed successfully. D. Single - Source Responsibility: Obtain through- penetration firestop systems for each kind of penetration and construction condition indicated from a single manufacturer. E. Provide firestopping products containing no detectable asbestos as determined by the method specified in 40 CFR Part 763, Subpart F, Appendix A, Section 1, "Polarized Light Microscopy." F. Coordinating Work: Coordinate construction of openings and penetrating items to ensure that designated through- penetration firestop systems are installed per specified requirements. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver firestopping products to Project site in original, unopened containers or packages with intact and legible manufacturers' labels identifying product and manufacturer; date of manufacture; lot number; shelf life, if applicable; qualified testing and inspecting agency's classification marking applicable to Project; curing time; and mixing instructions for - multicomponent materials. B. Store and handle firestopping materials to prevent their deterioration or damage due to moisture, temperature changes, contaminants, or other causes. 1.7 PROJECT CONDITIONS A. Environmental Conditions: Do not install firestopping when ambient or substrate temperatures are outside limits permitted by firestopping manufacturers or when substrates are wet due to rain, frost, condensation, or other causes. B. Ventilation: Ventilate firestopping per firestopping manufacturers' instructions by natural means or, where this is inadequate, forced air circulation. FIRESTOPPING 07270-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 0 t 1.8 SEQUENCING AND SCHEDULING A. Do not cover up those firestopping installations that will become concealed behind other construction until authorities having jurisdiction have examined each installation. PART2- PRODUCTS 2.1 FIRESTOPPING, GENERAL A. Compatibility: Provide firestopping composed of components that are compatible with each other, the substrates forming openings, and the items, if any, penetrating the firestopping under conditions of service and application, as demonstrated by firestopping manufacturer based on testing and field experience. B. Accessories: Provide components for each firestopping system that are needed to install fill materials and to comply with "System Performance Requirements" article in Part 1. Use only components specified by the firestopping manufacturer and approved by the qualified testing and inspecting agency for the designated fire- resistance -rated systems. Accessories include but are not limited to the following items: 1. Permanent forming and backing materials. 2. Temporary forming materials. 3. Substrate primers. 4. Collars. 5. Steel sleeves. C. Applications: Provide firestopping systems composed ofmaterials specified in this Section that comply with system performance and other requirements. 2.2 MATERIALS FOR THROUGH - PENETRATION FIRESTOP SYSTEMS A. Materials are indicated on the drawings and/or attached product data sheets. Alternative materials ,and systems meeting the required performance criteria will be considered subject to approval of the Architect and AHJ. PART 3 - EXECUTION FIRESTOPPING 07270-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 A 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of firestopping. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning: Clean out openings and joints immediately prior to installing firestopping to comply with recommendations of firestopping manufacturer and the following requirements: 1. Remove all foreign materials from surfaces of opening and joint substrates and from penetrating items that could interfere with adhesion of firestopping. 2. Clean opening and joint substrates and penetrating items to produce clean, sound surfaces capable of developing optimum bond with firestopping. Remove loose particles remaining from cleaning operation. 3. Remove laitance and form release agents from concrete. B. Priming: Prime substrates where recommended by firestopping manufacturer using that manufacturer's recommended products and methods. Confine primers to areas of bond; do not allow spillage and migration onto exposed surfaces. C. Masking Tape: Use masking tape to prevent firestopping from contacting adjoining surfaces that will remain exposed upon completion of Work and that would otherwise be permanently stained or damaged by such contact or by cleaning methods used to remove smears from firestopping materials. Remove tape as soon as it is possible to do so without disturbing firestopping's seal with substrates. 3.3 INSTALLING THROUGH- PENETRATION FIRESTOPS A. General: Comply with the "System Performance Requirements" article in Part 1 and the through- penetration firestop manufacturer's installation instructions and drawings pertaining to products and applications indicated. B. Install forming/damming materials and other accessories of types required to support fill materials during their application and in the position needed to produce the cross- sectional shapes and depths required to achieve fire ratings of designated through - penetration firestop systems. After installing fill materials, remove combustible forming materials and other -_. accessories not indicated as permanent components of firestop systems. FIRESTOPPING 07270-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.4 3.5 l0A _ C. Install fill materials for through- penetration firestop systems by proven techniques to produce the following results: 1. Completely fill voids and cavities formed by openings, forming materials, accessories, and penetrating items. 2. Apply materials so they contact and adhere to substrates formed by openings and penetrating items. 3. For fill materials that will remain exposed after completing Work, finish to produce smooth, uniform surfaces that are flush with adjoining finishes. INSTALLING FIRE - RESISTIVE JOINT SEALANTS A. General: Comply with the "System Performance Requirements" article in Part 1, with ASTM C 1193, and with the sealant manufacturer's installation instructions and drawings pertaining to products and applications indicated. B. Install joint fillers to provide support of sealants during application and at position required to produce the cross- sectional shapes and depths ofinstalled sealants relative to joint widths that allow optimum sealant movement capability and develop fire - resistance rating required. C. Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross - sectional shapes and depths relative to joint width that optimum sealant movement capability. Install sealants at the same time joint fillers are installed. D. Tool nonsag sealants immediately after sealant application and prior to the time skinning or curing begins. Form smooth, uniform beads of configuration indicated or required to produce fire - resistance rating, as well as to eliminate air pockets, and to ensure contact and adhesion of sealants with sides of joint. Remove excess sealant from surfaces adjacent to joint. Do not use tooling agents that discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. CLEANING A. Clean off excess fill materials and sealants adjacent to openings and joints as work progresses by methods and with cleaning materials approved by manufacturers of firestopping products and of products in which opening and joints occur. FIRESTOPPING 07270-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A B. Protect firestopping during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated firestopping immediately and install new materials to produce firestopping complying with specified requirements. END OF SECTION 07270 -- VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida FIRESTOPPING 07270-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 07920 - JOINT SEALANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS 11 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes sealants for the following applications: 1. Exterior joints in the following vertical surfaces and nontrafic horizontal surfaces: a. Control and expansion joints in unit masonry. b. Joints in exterior and interior finish systems. C. Joints between different materials listed above. d. Perimeter joints between materials listed above and frames of doors and windows. e. Control and expansion joints in ceiling and overhead surfaces. f. Flashing embedment, threshold embedment, and other joints as indicated. 2. Interior joints in the following vertical surfaces and horizontal surfaces: a. Control and expansion joints on exposed interior surfaces of exterior walls. b. Perimeter joints of exterior openings where indicated. C. Tile control and expansion joints. d. Vertical control joints on exposed surfaces of interior unit masonry and concrete walls and partitions. e. Perimeter joints between interior wall surfaces and frames of interior doors and windows. f. Joints between plumbing fixtures and adjoining walls, floors, and counters. g. Other joints as indicated. 1.3 PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. B. Provide joint sealants for interior applications that establish and maintain airtight and water - resistant continuous joint seals without staining or deteriorating joint substrates. JOINT SEALANTS 07920-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 A 1.4 SUBMITTALS A. Product Data: For each joint - sealant provide product data and warranty. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has specialized in installing joint sealants similar in material, design, and extent to those indicated for this Project and whose work has resulted in joint - sealant installations with a record of successful in- service performance. B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing instructions for multicomponent materials. B. Store and handle materials in compliance with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint sealant manufacturer or are below 40 deg F. 2. When joint substrates are wet. B. Joint -Width Conditions: Do not proceed with installation of joint sealants where joint widths are less than those allowed by joint sealant manufacturer for applications indicated. C. Joint - Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with adhesion are removed from joint substrates. JOINT SEALANTS 07920-2 COLLIER COUNTY UTILLITIES OPERATIONS CENTER NAPLES, FLORIDA 10 `71+! 1.8 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Installer's Warranty: Written warranty, signed by Installer agreeing to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. C. Manufacturer's Warranty: Written warranty, signed by exterior elastomeric sealant manufacturer agreeing to furnish elastomeric joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within - specified warranty period. 1. Warranty Period: 20 years from date of Substantial Completion (exterior sealants). D. Special warranties specified in this Article exclude deterioration or failure of elastomeric joint sealants from the following: 1. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression caused by structural settlement or errors attributable to design or construction. 2. Disintegration of j oint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2 - PRODUCTS 2.1 PRODUCTS AND MANUFACTURERS A. Products: Subject to compliance with requirements, provide premium products by Dow Corning or approved equal. JOINT SEALANTS 07920-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 2.2 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2.3 ELASTOMERIC JOINT SEALANTS A. Elastomeric Silicone Sealant Standard: Comply with ASTM C 920, Type S, Grade NS, Class 25, and other requirements indicated. 1. Provide Dow 790 Silicone Building sealant, 20 -yr., or approved equal. 2. Color: As selected by Architect 2.4 INTERIOR JOINT SEALANTS A. Silicone Sealant Standard: Comply with ASTM C 920, Type S, Grade NS, Class 25, and other requirements indicated. 1. Provide Dow 786 Mildew Resistant Silicone sealant, 10 -yr., or approved equal. 2. Color: White 2.5 JOINT - SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to minus 26 deg F. Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth, and otherwise contribute to optimum sealant performance. C. Bond - Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self - adhesive tape where applicable. JOINT SEALANTS 07920-4 V 014 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 A NAPLES, FLORIDA 06i 2.6 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint- sealant- substrate tests and field tests. B Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants with joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint - sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. Porous joint surfaces include the following: JOINT SEALANTS 07920-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 104 a. Concrete and cement plaster. b. Masonry. C. Unglazed surfaces of ceramic tile. 3. Remove laitance and form - release agents from concrete. 4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. a. Metal. b. Glass. c. Porcelain enamel. d. Glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based on preconstruction joint- sealant - substrate tests or prior experience. Apply primer to comply with joint sealant manufacturer's written instructions. Confine primers to areas of joint - sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install sealant backings of type indicated to support sealants during application and at position required to produce cross - sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. JOINT SEALANTS 07920-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA E[�1� D. Install bond - breaker tape behind sealants where sealant backings are not used between sealants and back of joints. E. Install sealants by proven techniques to comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross - sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealants from surfaces adjacent to joint. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. 3.4 CLEANING A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.5 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from the original work. END OF SECTION 07920 JOINT SEALANTS 07920-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 08110 - STEEL DOOR FRAMES & ACCESSORIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUN94ARY A. This Section includes steel door frames and accessories. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each type of door and frame specified, including details of construction, materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles, and finishes. C. Special Requirements: Provide manufacturers product data, proof of compliance with SDI specifications, and certification of galvanized material treatment. 1.4 QUALITY ASSURANCE A. Provide doors and frames complying with ANSI/SDI 100 "Recommended Specifications for Standard Steel Doors and Frames" and as specified. B. Fire -Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame assemblies tested for fire- test - response characteristics per ASTM E 152, and are labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. C. Galvaneal "wipe- coat" materials are not acceptable. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver door frames cardboard - wrapped or crated to provide protection during transit and -•- job storage. Provide additional protection to prevent damage to finish of factory- finished doors and frames. STEEL DOOR FRAMES & ACCESSORIES 08110-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A -ww B. Inspect door frames on delivery for damage. Minor damages may be repaired provided refinished items match new work and are acceptable to Architect; otherwise, remove and replace damaged items as directed. C. Store door frames at building site under cover. Place units on minimum 4- inch - high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If cardboard wrappers on doors become wet, remove cartons immediately. Provide minimum 1/4 -inch spaces between stacked doors to promote air circulation. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1. Steel Door Frames: a. Amweld Building Products, Inc. b. Ceco Door Products. C. Copco Door Co. d. Fenestra Corp. e. Pioneer Industries. f. Republic Builders Products. g. Steelcraft. 2.2 MATERIALS A. Galvanized Steel Sheets: Zinc- coated carbon steel complying with ASTM A 526 (ASTM A 526M), commercial quality, or ASTM A 642, drawing quality, hot -dip galvanized according to ASTM A 525, with A 60 or G 60 coating designation, mill phosphatized. B. Supports and Anchors: Fabricated from not less than 0.0478 - inch - thick steel sheet; 0.0516- inch - thick galvanized steel where used with galvanized steel frames. C. Inserts, Bolts, and Fasteners: Manufacturer's standard units. Where items are to be built into exterior walls, hot -dip galvanize complying with ASTM A 153, Class C or D as applicable. STEEL DOOR FRAMES & ACCESSORIES 08110-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.3 STEEL FRAMES A. Provide metal frames for doors, transoms, sidelights, borrowed lights, and other openings, according to ANSI/SDI 100, and of types and styles as shown on Drawings and schedules. Conceal fastenings, unless otherwise indicated. Fabricate frames of minimum 0.0478-inch- thick cold - rolled steel sheet. 1. Fabricate frames with mitered or coped and continuously welded corners. B. Door Silencers: Except on weatherstripped frames, drill stops to receive 3 silencers on strike jambs of single -door frames and 2 silencers on heads of double -door frames. C. Plaster Guards: Provide minimum 0.0179 - inch - thick steel plaster guards or mortar boxes at back of hardware cutouts where mortar or other materials might obstruct hardware operation and to close off interior of openings. D. Grout: When required in masonry construction, as specified in Division 4 Section "Unit Masonry." 2.4 FABRICATION A. Fabricate steel frame units to be rigid, neat in appearance, and free from defects, warp, or buckle. Where practical, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. Comply with ANSI/SDI 100 requirements. B. Tolerances: Comply with SDI 117 "Manufacturing Tolerances Standard Steel Doors and Frames." C. Fabricate concealed stiffeners, reinforcement, edge channels, and moldings from either cold- or hot - rolled steel sheet. D. Galvanized Steel Frames: At all locations, fabricate doors, panels, and frames from galvanized steel sheet according to SDI 112. E. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. F. Hardware Preparation: Prepare door frames to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier. Comply with applicable requirements of SDI 107 and ANSI Al 15 Series specifications for door and frame preparation for hardware. 08110 - 3 STEEL DOOR FRAMES & ACCESSORIES COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 Et G. Locate hardware as indicated on Shop Drawings or, if not indicated, according to the Door and Hardware Institute's (DHI) "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 2.5 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual" for recommendations relative to applying and designating finishes. .B. Comply with SSPC -PA 1, "Paint Application Specification No. l," for steel sheet finishes. C. Apply primers and organic finishes to doors and. frames after fabrication. 2.6 GALVANIZED STEEL SHEET FINISHES A. Surface Preparation: Clean surfaces with nonpetroleum solvent so that surfaces are free of oil or other contaminants. After cleaning, apply a conversion coating of the type suited to the organic coating applied over it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified below to comply with ASTM A 780. I . Galvanizing Repair Paint: High - zinc -dust- content paint for regalvanizing welds in galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD -P -21035 or SSPC -Paint 20. B. Factory Priming for Field- Painted Finish: Where field painting after installation is indicated, apply air -dried primer specified below immediately after cleaning and pretreatment. 1. Shop Primer: Zinc -dust, zinc -oxide primer paint complying with performance requirements of FS TT-P -641, Type II. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install doors, frames, and accessories according to Shop Drawings, manufacturer's data, and as specified. B. Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. STEEL DOOR FRAMES & ACCESSORIES 08110-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 0 1. Place frames before constructing enclosing walls and ceilings. 2. In masonry construction, install at least 3 wall anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors include masonry wire anchors and masonry T- shaped anchors. 3. In metal -stud partitions, install at least 3 wall anchors per jamb at hinge and strike levels. In steel -stud partitions, attach wall anchors to studs with screws. 4. Install fire -rated frames according to NFPA 80. C. Door Installation: Fit hollow -metal doors accurately in frames, within clearances specified in ANSIISDI 100. 3.2 ADJUSTING AND CLEANING A. Prime Coat Touchup: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air - drying primer. B. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. END OF SECTION 08110 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida STEEL DOOR FRAMES & ACCESSORIES 08110-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 A 21 NAPLES, FLORIDA SECTION 08211 - FLUSH WOOD DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Solid -core doors with plastic- laminate faces. 2. Factory machining for hardware. 1.3 SUBMITTALS A. Product Data: For each type of door. Include details of core and edge construction and trim for openings. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking; and other pertinent data. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain flush wood doors through one source from a single manufacturer. B. Quality Standard: Comply with AWI's "Architectural Woodwork Quality Standards Illustrated 1.5 DELIVERY, STORAGE, AND HANDLING - A. Comply with requirements of referenced standard and manufacturer's written instructions. FLUSH WOOD DOORS 08211-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA l - B. Package doors individually in cardboard cartons and wrap bundles of doors in plastic sheeting. C. Mark each door on top or bottom rail with opening number used on Shop Drawings. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install doors until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature between 60 and 90 deg F and relative humidity between 43 and 70 percent during the remainder of the construction period. 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form, signed by manufacturer, Installer, and Contractor, in which manufacturer agrees to repair or replace doors, that are defective in materials or workmanship, have warped (bow, cup, or twist) more than 1/4 inch in a 42 -by -84 -inch section, or show telegraphing of core construction in face veneers exceeding 0.01 inch in a 3 -inch span. 1. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective doors 2. Warranty shall be in effect during the following period of lime from date of Substantial Completion: Solid -Core Interior Doors: Life of installation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Flush Wood Doors: a. Algoma Hardwoods Inc b. Ampco Products, Inc. C. Buell Door Company d. Chappell Door Co. e. Eagle Plywood & Door Manufacturing, Inc. FLUSH WOOD DOORS 08211-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A f. Effers Industries; Architectural Door Division 9. h. i. J. k. 1. m. n. o. P. q• r. S. 2.2 DOOR CONSTRI GRAHAM Manufacturing Corp Haley Brothers, Inc. Ideal Wood Products, Inc. IPIK Door Company Lambton Doors Marlite Mohawk Flush Doors, Inc. Oshkosh Architectural Door Co. Poncraft Door Co. Southwood Door Co. Vancouver Door Company, Inc. VT Industries Inc. Weyerhaeuser Company JCTION, GENERAL A. Plastic - Laminate- Faced Doors: I. Grade: Custom 2. Laminate Faces: High- pressure decorative laminates complying with NEMA LD 3, Grade HGS 3. Color Patterns, and Finishes: As selected by Architect from laminate manufacturer's full range of products. 4. Stiles: Plastic - laminate matching faces, applied before faces, or impact- resistant polymer edging, applied after faces. 2.2 SOLID-CORE DOORS A. Particleboard Cores: Comply with the following requirements: 1. Particleboard: ANSI A208.1, Grade LD -1 LD -2 2. Blocking: Provide wood blocking in particleboard -core doors as needed to eliminate through- bolting hardware and as follows: m. a. 5 -inch top -rail blocking, in doors indicated to have closers. b. 5 -inch bottom -rail blocking, in exterior doors and doors indicated to have kick, mop, or armor plates. C. 5 -inch midrail blocking, in doors indicated to have exit devices. -- FLUSH WOOD DOORS 08211-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1pA 3. Provide doors with glued -block or structural composite lumber cores instead of particleboard cores at locations where exit devices are indicated. B. Interior Plastic - Laminate -Faced Doors: 1. Core: Particleboard glued block, or structural composite lumber 2. Construction: Three or Five plies with stiles and rails bonded to core, then entire unit abrasive planed before faces are applied C. Fire -Rated Doors: 1. Construction: Construction and core specified above for type of face indicated for manufacturer's standard mineral -core construction as needed to provide fire rating indicated. 2. Blocking: For mineral -core doors, provide composite blocking with improved screw - holding capability approved for use in doors of fire ratings indicated as needed to eliminate through- bolting hardware. 3. Edge Construction: At hinge stiles, provide manufacturer's standard laminated - edge construction with improved screw - holding capability and split resistance and with outer stile matching face veneer. 4. Pairs: Provide fire -rated pairs with fire- retardant stiles matching face veneer that are labeled and listed for kinds of applications indicated without formed -steel edges and astragals. 2.3 FABRICATION A. Fabricate doors in sizes indicated for Project -site fitting. B. Factory fit doors to suit frame - opening sizes indicated, with the following uniform clearances and bevels, unless otherwise indicated: 1. Comply with clearance requirements of referenced quality standard for fitting. Comply with requirements in NFPA 80 for fire -rated doors. C. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI- WDHS -3. Comply with final hardware schedules, door frame Shop Drawings, DHI Al 15-W series standards, and hardware templates. FLUSH WOOD DOORS 08211-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER J� NAPLES, FLORIDA 104 1. Coordinate measurements of hardware mortises in metal frames to verify dimensions and alignment before factory machining. 2. Metal Astragals: Premachine astragals and formed -steel edges for hardware for pairs of fire -rated doors D. Openings: Cut and trim openings through doors to comply with applicable requirements of referenced standards for kind(s) of door(s) required. 1. Light Openings: Trim openings with moldings of material and profile indicated. PART 3- EXECUTION 3.1 EXAMINATION A. Examine doors and installed door frames before hanging doors. 1. Verify that frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with level heads and plumb jambs. 2. Reject doors with defects. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Hardware: For installation, see Division 8 Section "Door Hardware" B. Manufacturer's Written Instructions: Install doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated. 1. Install fire -rated doors in corresponding fire -rated frames according to NFPA 80 C. Job -Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire -rated doors. Machine doors for hardware. Seal cut surfaces agter fitting and machining. FLUSH WOOD DOORS 08211 -5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1' 1. Clearances: Provide 1 /8 inch at heads, jambs, and between pairs of doors. Provide 1 /8 inch from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1 /4 inch from bottom of door to top of threshold. a. Comply with NFPA 80 for fire -rated doors. 2. Bevel non - fire -rated doors 1 /8 inch in 2 inches at lock and hinge edges 3. Bevel fire -rated doors 1 /8 inch in 2 inches at lock edge; trim stiles and rails only to extent permitted by labeling agency. D. Factory-Fitted Doors: Align in frames for uniform clearance at each edge. E. Factory- Finished Doors: Restore finish before installation if fitting or machining is required at Project site 3.3 ADJUSTING A. Operation: Rehang or replace doors that do not swing or operate freely. B. Finished Doors: Replace doors that are damaged or do not comply with requirements. Doors may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. END OF SECTION 08211 VICTOR J. LATAVISH, ARCHITECT P.A. Naples, Florida FLUSH WOOD DOORS 08211-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 08331 - OVERHEAD COILING DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS l0A A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes overhead coiling doors 1.3 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide overhead coiling doors capable of withstanding the effects of gravity loads and the following loads and stresses without evidencing permanent deformation of door components: 1. Wind Load: Uniform pressure (velocity pressure) of 38.0 p.s.f., acting inward and outward, as indicated on the Drawings B. Operation -Cycle Requirements: Design overhead coiling door components and operator to operate for not less than 20,000 cycles (commercial duty). 1.4 SUBMITTALS A. Product Data: For each type and size of overhead coiling door and accessory. Include details of construction relative to materials, dimensions of individual components, profiles, - and finishes. Provide roughing -in diagrams, operating instructions, and maintenance information. Include the following: 1. Setting drawings, templates, and installation instructions for built -in or embedded anchor devices. 2. Summary of forces and loads on walls and jambs. B. Shop Drawings: For special components and installations not dimensioned or detailed in manufacturer's data sheets. OVERHEAD COILING DOORS 08331 -1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: I. Alpine Overhead Doors, Inc. 2. Atlas Door Corp.; Div. of Clopay Building Products Co. 3. Overhead Door Corporation. 4. Raynor Garage Doors. 5. Roll -Lite Door Corp.; Div. of Clopay Building Products Co. 6. Southwestern Steel Rolling Door Co. 7. Wayne- Dalton Corp. 8. Windsor Door; A United Dominion Company. 2.2 DOOR CURTAIN MATERIALS AND CONSTRUCTION A. Door Curtain: Fabricate overhead coiling door curtain of interlocking slats, designed to withstand wind loading indicated, in a continuous length for width of door without splices. Unless otherwise indicated, provide slats of material thickness recommended by door manufacturer for performance, size, and type of door indicated, and as follows: 1. Steel Door Curtain Slats: Structural - quality, cold - rolled galvanized steel sheets complying with ASTM A 653, with G90 zinc coating. 2. Insulation: Fill slat with manufacturer's standard rigid cellular polystyrene or polyurethane- foam -type thermal insulation complying with maximum flame -spread and smoke - developed indices of 75 and 450, respectively, according to ASTM E 84. Enclose insulation completely within metal slat faces. 3. Inside Curtain Slat Face: To match material of outside metal curtain slat and as follows: Galvanized Steel Sheet Thickness: Not less than 0.028 inch. B. Endlocks: Manufacturer's standard locks on not less than alternate curtain slats for curtain alignment and resistance against lateral movement. C. Windlocks: Malleable -iron castings secured to curtain slats with galvanized rivets or high - strength nylon, as required to comply with wind load. D. Bottom Bar: Consisting of 2 angles, each not less than 1 -1/2 by 1 -1/2 by 1/8 inch thick, either galvanized or stainless -steel or aluminum extrusions to suit type of curtain slats. OVERHEAD COILING DOORS 08331 -2 COLLIER COUNTY UTILITIES OPERATIONS CENTER ®,Qi NAPLES, FLORIDA E. Curtain Jamb Guides: Fabricate curtain jamb guides of angles, or channels and angles of material and finish to match curtain slats, with sufficient depth and strength to retain curtain, to allow curtain to operate smoothly, and to withstand loading. Provide continuous integral wear strips to prevent metal -to -metal contact and minimize noise of travel and removable stops on guides to prevent overtravel of curtain. 2.3 HOODS AND ACCESSORIES A. Hood: Form to entirely enclose coiled curtain and operating mechanism at opening head and act as weatherseal. Contour to suit end brackets to which hood is attached. Roll and reinforce top and bottom edges for stiffness. Provide closed ends for surface - mounted hoods and fascia for any portion of between jamb mounting projecting beyond wall face. Provide intermediate support brackets as required to prevent sag. 1. Fabricate steel hoods, for steel doors, of not less than 0.028 -inch thick, hot -dip galvanized steel sheet with G90 zinc coating, complying with ASTM A 653, Hood Shape: Round. B. Weatherseals: Provide replaceable, adjustable, continuous, compressible weather - stripping gaskets fitted to bottom and at top of exterior doors, unless otherwise indicated. At door head, use 1/8- inch - thick, replaceable, continuous sheet secured to inside of curtain coil hood. C. Slide Bolt: Fabricate with side locking bolts to engage through slots in tracks for locking by padlock, located on both left and right jamb sides, operable from coil side. D. Fabricate locking device assembly with lock, spring - loaded dead bolt, operating handle, cam plate, and adjustable locking bar to engage through slots in tracks. 1. Locking Bars: Single jamb side, operable from inside and outside. 2.4 COUNTERBALANCING MECHANISM A. General: Counterbalance doors by means of adjustable- tension steel helical torsion spring, mounted around a steel shaft and contained in a spring barrel connected to door curtain with required barrel rings. Use grease - sealed bearings or self - lubricating graphite bearings for rotating members. B. Counterbalance Barrel: Fabricate spring barrel of hot - formed, structural - quality, welded or seamless carbon -steel pipe, ofsufficient diameter and wall thickness to support rolled -up curtain without distortion of slats and to limit barrel deflection to not more than 0.03 in. /ft. of span under full load. OVERHEAD COILING DOORS 08331-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1 ^ , 0 C. Provide spring balance of one or more oil- tempered, heat - treated steel helical torsion springs. Size springs to counterbalance weight of curtain, with uniform adjustment accessible from outside barrel. Provide cast -steel barrel plugs to secure ends of springs to barrel and shaft. D. Fabricate torsion rod for counterbalance shaft of cold- rolled steel, sized to hold fixed spring ends and carry torsional load. E. Brackets: Provide mounting brackets of manufacturer's standard design, either cast -iron or cold - rolled steel plate with bell -mouth guide groove for curtain. 2.5 FINISHES, GENERAL A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one -half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.6 STEEL AND GALVANIZED STEEL FINISHES A. Thermoset Finish: Apply manufacturer's standard baked finish consisting of primer and thermosetting topcoat according to coating manufacturer's written instructions for cleaning, pretreatment, application, thermosetting, and minimum dry film thickness. 2.7 DOOR OPERATORS A. Provide heavy duty electric door operator with manufacturers standard controls and safety features in full compliance with OSHA, UL and FBC standards. B. Provide manufacturers standard manual override operator and accessories. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install door and operating equipment complete with necessary hardware, jamb and head mold strips, anchors, inserts, hangers, and equipment supports according to Shop Drawings, manufacturer's written instructions, and as specified. OVERHEAD COILING DOORS 08331 -4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 3.2 ADJUSTING �. A. Lubricate bearings and sliding parts; adjust doors to operate easily, free from warp, twist, or distortion and fitting weathertight for entire perimeter. END OF SECTION 08331 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida OVERHEAD COILING DOORS 08331-5 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 08410 - ALUM[INUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10 A "''! A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: I. Exterior curtainwall systems (impact rated) 2. Exterior entrance systems (impact rated) 1.3 SYSTEM DESCRIPTION A. General: Provide aluminum entrance and storefront systems capable of withstanding loads and thermal and structural movement requirements indicated without failure, based on -- testing manufacturer's standard units in assemblies similar to those indicated for this Project. Failure includes the following: 1. Air infiltration and water penetration exceeding specified limits. 2. Framing members transferring stresses, including those caused by thermal and structural movement, to glazing units. B. Glazing: Physically and thermally isolate glazing from framing members. C. Glazing -to- Glazing Joints: Provide glazing -to- glazing joints that accommodate thermal and mechanical movements of glazing and system, prevent glazing -to- glazing contact, and maintain required edge clearances. D. Wind Loads: Provide glazing, entrance, and storefront systems, including anchorage, capable of withstanding wind -load design pressures calculated according to requirements of authorities having jurisdiction or the American Society of Civil Engineers' ASCE 7, • -- "Minimum Design Loads for Buildings and Other Structures," 6.4.2, "Analytical Procedure," whichever are more stringent. ~- 1. Deflection of framing members in a direction normal to wall plane is limited to 1/175 of clear span or 1/4 inch, whichever is smaller, unless otherwise indicated or required by Code. ALUNHNUM ENTRANCES AND STOREFRONTS 08410-1 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA A 14 too 2. Building Code: 2001 FBC. 3. Design wind speed: 140 mph, 3 second gust. 4. Wind pressures: a. Corner zone: within 5 feet of building corner; ( +) 43 PSF, ( -)57 PSF b. Interior zone: ( +) 43 PSF, ( -)46 PSF E. Dead Loads: Provide entrance- and storefront - system members that do not deflect an amount which will reduce glazing bite below 75 percent of design dimension when carrying full dead load. 1. Provide a minimum 1/8-inch clearance between members and top of glazing or other fixed part immediately below. 2. Provide a minimum 1/16 -inch clearance between members and operable windows and doors. F. Live Loads: Provide entrance and storefront systems, including anchorage, that accommodate the supporting structures' deflection from uniformly distributed and concentrated live loads indicated without failure of materials or permanent deformation. G. Air Infiltration: Provide entrance and storefront systems with permanent resistance to air leakage through fixed glazing and frame areas of not more than 0.06 cfm/sq. ft. of fixed wall area when tested according to ASTM E 283 at a static - air - pressure difference of 1.57 lbf /sq. ft. H. Water Penetration: Provide entrance and storefront systems that do not evidence water leakage through fixed glazing and frame areas when tested according to ASTM E 331 at minimum differential pressure of 20 percent of inward- acting wind -load design pressure as defined by ASCE 7, Minimum Design Loads for Buildings and Other Structures," but not less than 6.241bf/sq. ft. Water leakage is defined as follows: 1. Uncontrolled water infiltrating systems or appearing on systems' normally exposed interior surfaces from sources other than condensation. Water controlled by flashing and gutters that is drained back to the exterior and cannot damage adjacent materials or finishes is not water leakage. I. Thermal Movements: Provide entrance and storefront systems, including anchorage, that accommodate thermal movements of systems and supporting elements resulting from the following maximum change (range) in ambient and surface temperatures without buckling, damaging stresses on glazing, failure of joint sealants, damaging loads on fasteners, failure of doors or other operating units to function properly, and other detrimental effects. ALUMINUM ENTRANCES AND STOREFRONTS 08410-2 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A I. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. J. Structural- Support Movement: Provide entrance and storefront systems that accommodate structural movements including, but not limited to, sway and deflection. K. Dimensional Tolerances: Provide entrance and storefront systems that accommodate dimensional tolerances of building frame and other adjacent construction. 1.4 SUBMITTALS A. Product Data: For each product specified. Include details of construction relative to -- materials, dimensions of individual components, profiles, and finishes. B. Shop Drawings: For entrance and storefront systems. Show details of fabrication and installation, including plans, elevations, sections, details of components, provisions for expansion and contraction, and attachments to other work. For entrance systems, include hardware schedule and indicate operating hardware types, quantities, and locations. 1. Engineering Responsibility: Prepare data for entrance and storefront systems, including Shop Drawings, based on testing & engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. 2. Submittal shall be prepared by and sealed by a Florida Registered PE. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer to assume engineering responsibility and perform work of this Section who has specialized in installing entrance and storefront systems similar to those required for this Project and who is acceptable to manufacturer. B. Source Limitations: Obtain each type of entrance and storefront system through one source from a single manufacturer. C. Product Options: Drawings indicate size, profiles, and dimensional requirements of entrance and storefront systems and are based on the specific systems indicated. Other manufacturers' systems with equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions." 1. Do not modify intended aesthetic effect, as indicated solely by Architect, except with Architect's approval and only to the extent needed to comply with performance requirements. Where modifications are proposed, submit comprehensive explanatory -- data to Architect for review. ALUMINUM ENTRANCES AND STOREFRONTS 08410-3 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.6 PROJECT CONDITIONS 10A A. Field Measurements: Verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating systems without field measurements. Coordinate construction to ensure actual dimensions correspond to established dimensions. 1.7 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Submit a written warranty executed by the manufacturer agreeing to repair or replace components of entrance and storefront systems that fail in materials or workmanship within the specified warranty period. Failures include, but are not limited to, the following: 1. Structural failures including, but not limited to, excessive deflection. 2. Sealant failures. 3. Failure of system to meet performance requirements. 4. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 5. Failure of operating components to function normally. 6. Water leakage through fixed glazing and frame areas. C. Warranty Period: 2 years from date of Substantial Completion. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Arch Amarlite. 2. Vistawall Architectural Products. 3. EFCO Corporation. 4. International Aluminum Corporation; U.S. Aluminum. ALUMINUM ENTRANCES AND STOREFRONTS 08410-4 -!"IN COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER *� NAPLES, FLORIDA 10A 5. Kawneer Company, Inc. 6. YKK AP America Inc. B. Impact -rated Curtainwall system: Vistawall FG -5000 series flush - glazed aluminum window wall system, NOA No. 03- 0604.01 or approved equal. 2.2 MATERIALS A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated, complying with the requirements of standards indicated below. -� 1. Sheet and Plate: ASTM B 209. 2. Extruded Bars, Rods, Shapes, and Tubes: ASTM B 221. 3. Extruded Structural Pipe and Tubes: ASTM B 429. 4. Bars, Rods, and Wire: A* STM B 211. 5. Welding Rods and Bare Electrodes: AWS A5.10. B. Steel Reinforcement: Complying with ASTM A 36 for structural shapes, plates, and bars; ASTM A 611 for cold -rolled sheet and strip; or ASTM A 570 for hot - rolled sheet and strip. C. Glazing as specified in Division 8 Section "Glazing." D. Glazing Gaskets: Manufacturer's standard pressure - glazing system of black, resilient glazing gaskets, setting blocks, and shims or spacers, fabricated from an elastomer of type and in hardness recommended by system and gasket manufacturer to comply with system performance requirements. Provide gasket assemblies that have corners sealed with sealant recommended by gasket manufacturer. -- E. Spacers, Setting BIocks, Gaskets, and Bond Breakers: Manufacturer's standard permanent, nonmigrating types in hardness recommended by manufacturer, compatible with sealants, and suitable for system performance requirements. F. Framing system gaskets, sealants, and joint fillers as recommended by manufacturer for joint type. G. Sealants and joint fillers for joints at perimeter of entrance and storefront systems as specified in Division 7 Section "Joint Sealants." H. Bituminous Paint: Cold- applied asphalt -mastic paint complying with SSPC -Paint 12 requirements, except containing no asbestos, formulated for 30 -mil thickness per coat. 2.3 COMPONENTS A. Doors: Provide manufacturer's standard 1 -3/4- inch - thick glazed doors with minimum 0.125- inch - thick, extruded tubular rail and stile members. Mechanically fasten corners ALUMINUM ENTRANCES AND STOREFRONTS 08410-5 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER JOA NAPLES, FLORIDA with reinforcing brackets that are deep penetration and fillet welded or that incorporate concealed tie -rods. 1. Glazing Stops and Gaskets: Provide manufacturer's standard snap -on extruded - aluminum glazing stops and preformed gaskets. 2. Stile Design: Medium or heavy stile. B. Brackets and Reinforcements: Provide manufacturer's standard brackets and reinforcements that are compatible with adjacent materials. Provide nonstaining, nonferrous shims for aligning system components. C. Fasteners and Accessories: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. 1. Reinforce members as required to retain fastener threads. 2. Do not use exposed fasteners, except for hardware application. For hardware application, use countersunk Phillips flat -head machine screws finished to match framing members or hardware being fastened, unless otherwise indicated. D. Concrete and Masonry Inserts: Hot -dip galvanized cast -iron, malleable -iron, or steel inserts complying with ASTM A 123 or-ASTM A 153 requirements. E. Concealed Flashing: Manufacturer's standard corrosion - resistant, nonstaining, nonbleeding flashing, compatible with adjacent materials, and of type recommended by manufacturer. F. Weather Stripping: Manufacturer's standard replaceable weather stripping as follows: 1. Compression Weather Stripping: Molded neoprene complying with ASTM D 2000 requirements or molded PVC complying with ASTM D 2287 requirements. 2. Sliding Weather Stripping: Wool, polypropylene, or nylon woven pile with nylon - fabric or aluminum -strip backing complying with AAMA 701 requirements. 2.4 HARDWARE A. General: Provide heavy -duty hardware units indicated in sizes, number, and type recommended by manufacturer for entrances indicated. Finish exposed parts to match door finish, unless otherwise indicated. B. Offset Pivots: ANSI/BHMA Al 56.4, Grade 1 with exposed parts of cast - aluminum alloy. Provide top, bottom, and intermediate pivots at each door leaf. ALUMINUM ENTRANCES AND STOREFRONTS 08410-6 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA C. Closers, General: Comply with manufacturer's recommendations for closer size, depending on door size, exposure to weather, and anticipated frequency of use. 1. Closing Cycle: Comply with requirements of authorities having jurisdiction or the Americans with Disabilities Act (ADA), "Accessibility Guidelines for Buildings and Facilities (ADAAG)," whichever are more stringent. 2. Opening Force: Comply with the Florida Accessibility Code requirements, but not in excess of the following maximum opening -force requirements for locations indicated: a. Exterior Doors: 15 lbf. b. Interior Doors: 5 lbf. D. Surface- Mounted Overhead Closers: ANSI/BHMA A156.4, Grade 1. Provide cover and the following: 1. Mounting: Parallel arm. 2. Hold Open: None. 3. Back Check: Adjustable. E. Door Stops: ANSI/BHMA A156.16, Grade 1, floor- or wall- mounted door stop, as appropriate for door location indicated, with integral rubber bumper. F. Mortise Cylinders: Schlage , 6 -pin, mortised cylinders complying with ANSI/BHMA Al 56.5, Grade 1 requirements. 1. Provide outside mortise cylinders. G. Rim Cylinders: Manufacturer's standard rim cylinders for installation in exit devices complying with ANSI/BHMA A 156.5, Grade 1 requirements. H. Thumb Tums: Manufacturer's standard cast - aluminum -alloy, inside thumb -turn cylinders. I. Cylinder Guard: Manufacturer's standard hardened -steel security ring with retainer plate for inside stile wall that protects lock cylinder from removal by wrenches, prying, or sawing. J. Deadlock: Manufacturer's standard mortise deadlock with minimum 1- inch - long throw bolt and complying with ANSI/BHMA A156.5, Grade 1 requirements. K. Radius Face Strikes: Manufacturer's standard stainless- steel, radiused face strike with steel mounting plate and black -plastic dustbox. ALUMINUM ENTRANCES AND STOREFRONTS 08410-7 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 if . _ L. Manual Flush Bolts: ANSI/BHMA Al 56.16' edge- mortised, lever - extension -type flush bolts. 1. Locate flush bolts at top and bottom of inactive leaf of pairs of doors. M. Vertical -Rod Exit Devices: Concealed, vertical -rod exit device complying with UL 305 requirements, with 2 -point top and bottom latching that is released by a full -width crash bar or when locked down (dogged) by lock cylinder or retracting screws beneath housing. N. Pull Handles: as indicated on Hardware Schedule. O. Push Bars: as indicated on Hardware Schedule. P. Thresholds: At exterior doors, provide Pemko 2005 or approved equal threshold with cutouts coordinated for operating hardware, with anchors and j amb clips, and not more than 1/2-inch- high, with beveled edges providing a floor level change with a slope of not more than 1:2, and in the following material: 1. Material: Aluminum, mill finish. Q. Weather Sweeps: Manufacturer's standard weather sweep for application to exterior door bottoms and with concealed fasteners on mounting strips. 2.5 FABRICATION A. General: Fabricate components that, when assembled, will have accurately fitted joints with ends coped or mitered to produce hairline joints free of burrs and distortion. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings. B. Forming: Form shapes with sharp profiles, straight and free of defects or deformations, before finishing. C. Prepare components to receive concealed fasteners and anchor and connection devices. D. Fabricate components to drain water passing joints and condensation and moisture occurring or migrating within the system to the exterior. E. Welding: Weld components to comply with referenced AWS standard. Weld before finishing components to greatest extent possible. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. F. Glazing Channels: Provide minimum clearances for thickness and type of glass indicated according to FGMA's "Glazing Manual." ALUMINUM ENTRANCES AND STOREFRONTS 08410-8 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A G. Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. H. Storefront: Fabricate framing in profiles indicated for flush glazing (without projecting stops). Provide subframes and reinforcing of types indicated or, if not indicated, as required for a complete system. Factory assemble components to greatest extent possible. Disassemble components only as necessary for shipment and installation. I. Entrances: Fabricate door framing in profiles indicated. Reinforce as required to support imposed loads. Factory assemble door and frame units and factory install hardware to greatest extent possible. Reinforce door and frame units as required for installing hardware indicated. Cut, drill, and tap for factory- installed hardware before finishing components. 1. Exterior Doors: Provide compression weather stripping at fixed stops. At other locations, provide sliding weather stripping retained in adjustable strip mortised into door edge. 2.6 ALUMINUM FINISHES A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations relative to applying and designating finishes. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one -half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. C. Finish designations prefixed by AA conform to the system established by the Aluminum Association for designating aluminum finishes. D. Finish: Anodized, bronze color PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of entrance and storefront systems. Do not proceed with installation until unsatisfactory conditions have been corrected. ALUMINUM ENTRANCES AND STOREFRONTS 08410-9 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 3.2 INSTALLATION A. General: Comply with manufacturer's written instructions for protecting, handling, and installing entrance and storefront systems. Do not install damaged components. Fit frame joints to produce hairline joints free of burrs "and distortion. Rigidly secure nonmovement joints. Seal joints watertight. B. Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. C Install components to drain water passing joints and condensation and moisture occurring or migrating within the system to the exterior. D. Set continuous sill members and flashing in a full sealant bed to provide weathertight construction, unless otherwise indicated. Comply with requirements of Division 7 Section "Joint Sealants." E. Install framing components plumb and true in alignment with established lines and grades without warp or rack of framing members. F. Install entrances plumb and true in alignment with established lines and grades without warp or rack. Lubricate operating hardware and other moving parts according to hardware manufacturers' written instructions. 1. Install surface - mounted hardware according to manufacturer's written instructions using concealed fasteners to greatest extent possible. G. Install glazing to comply with requirements of Division 8 Section "Glazing," unless otherwise indicated. H. Install secondary-sealant weatherseal according to sealant manufacturer's written instructions to provide weatherproof joints. Install joint fillers behind sealant as recommended by sealant manufacturer. I. Install perimeter sealant to comply with requirements of Division 7 Section "Joint Sealants," unless otherwise indicated. J. Erection Tolerances: Install entrance and storefront systems to comply with the following maximum tolerances: 1. Variation from Plane: Limit variation from plane or location shown to 1/8 inch in 12 feet; 1/4 inch over total length. ALUMINUM ENTRANCES AND STOREFRONTS 08410-10 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER ®� P7. w NAPLES, FLORIDA ,, v„ 2. Alignment: Where surfaces abut in line, limit offset from true alignment to 1/16 inch. Where surfaces meet at comers, limit offset from true alignment to 1/32 inch. 3. Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch. 3.3 FIELD QUALITY CONTROL A. Water Spray Test: After completing the installation of test areas indicated, test storefront system for water penetration. B. Repair or remove and replace Work that does not meet requirements or that is damaged by testing; replace to conform to specified requirements. 3.4 ADJUSTING AND CLEANING A. Adjust doors and hardware to provide tight fit at contact points and weather stripping, smooth operation, and weathertight closure. B. Remove excess sealant and glazing compounds, and dirt from surfaces. 3.5 PROTECTION A. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure entrance and storefront systems are without damage or deterioration at the time of Substantial Completion. END OF SECTION 08410 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida ALUMINUM ENTRANCES AND STOREFRONTS 08410-11 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 08712 - DOOR HARDWARE PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10 -110 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1.3 A. 1. Commercial door hardware for hinged doors 2. Cylinders for doors specified in other Sections. SUBMITTALS Product Data: Include installation details, material descriptions, dimensions of individual components and profiles, and finishes. B. Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Format: Comply with scheduling sequence and vertical format in DM's "Sequence and Format for the Hardware Schedule." 2. Organization: Organize the Door Hardware Schedule into door hardware sets indicating complete designations of every item required for each door or opening. a. Organize door hardware sets in same order as in the Door Hardware Schedule at the end of Part 3. 3. Content: Include the following information: a. Type, style, function, size, label, hand, and finish of each door hardware item. DOOR HARDWARE 08712-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 � b. Manufacturer of each item. C. Fastenings and other pertinent information. d. Location of each door hardware set, cross - referenced to Drawings, both on floor plans and in door and frame schedule. e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Mounting locations for door hardware. g. Door and frame sizes and materials. h. Description of each electrified door hardware function, including location, sequence of operation, and interface with other building control systems. 1) Sequence of Operation: Include description of component functions that occur in the following situations: authorized person wants to enter; authorized person wants to exit; unauthorized person wants to enter; unauthorized person wants to exit. 4. Submittal Sequence: Submit initial draft of final schedule along with essential Product Data to facilitate the fabrication of other work that is critical in the Project construction schedule. Submit the final Door Hardware Schedule after Samples, Product Data, coordination with Shop Drawings of other work, delivery schedules, and similar information has been completed and accepted. C. Keying Schedule: Prepared by or under the supervision of supplier, detailing Owner's final keying instructions for locks. Include schematic keying diagram and index each key set to unique door designations. D. Maintenance Data: For each type of door hardware to include in maintenance manuals specified in Division 1. E. Warranties: Special warranties specified in this Section. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed door hardware similar in material, design, and extent to that indicated for this Proj ect and whose work has resulted in construction with a record of successful in- service performance. B. Supplier Qualifications: Door hardware supplier with warehousing facilities in Project's vicinity and who is or employs a qualified Architectural Hardware Consultant, available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. DOOR HARDWARE 08712-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA C. Architectural Hardware Consultant Qualifications: A person who is currently certified by the Door and Hardware Institute as an Architectural Hardware Consultant and who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project. D. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated. E. Regulatory Requirements: Comply with provisions of the following: 1. Where indicated to comply with accessibility requirements, comply with Americans _ with Disabilities Act (ADA), the Florida Accessibility Code, latest edition, and as follows: a. Handles, Pulls, Latches, Locks, and other Operating Devices: Shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist. b. Door Closers: Comply with the following maximum opening -force _. requirements indicated: 1) Interior Hinged Doors: 5 lbf applied perpendicular to door. 2) Fire Doors: Minimum opening force allowable by authorities having jurisdiction. C. Thresholds: Not more than 1/2 inch high. Bevel raised thresholds with a slope of not more than 1:2. 2. NFPA 101: Comply with the following for means of egress doors: a. Latches, Locks, and Exit Devices: Not more than 15 lbf to release the latch. Locks shall not require the use of a key, tool, or special knowledge for operation. b. Door Closers: Not more than 30 lbf to set door in motion and not more than 15 lbf to open door to minimum required width. C. Thresholds: Not more than 1/2 inch high. DOOR HARDWARE 08712-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1pk F. Fire-Rated Door Assemblies: Provide door hardware for assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252. 1. Test Pressure: Test at atmospheric pressure. G. Keying Conference: Conduct conference at the Owners office to comply with requirements in Division 1 Section "Project Meetings." Incorporate keying conference decisions into final keying schedule after reviewing door hardware keying system including, but not limited to, the following: 1. Function of building, flow of traffic, purpose of each area, degree of security required, and plans for future expansion. 2. Preliminary key system schematic diagram. 3. Requirements for key control system. 4. Address for delivery of keys. H. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section " Project Meetings." Review methods and procedures related to electrified door hardware including, but not limited to, the following: l . Inspect and discuss electrical roughing -in and other preparatory work performed by other trades. 2. Review sequence of operation for each type of electrified door hardware. 3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review required testing, inspecting, and certifying procedures 1.5 DELIVERY, STORAGE, AND HANDLING A. Inventory door hardware on receipt and provide secure lock -up for door hardware delivered to Project site. DOOR HARDWARE 08712-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER OA " NAPLES, FLORIDA M B. Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package. C. Deliver keys to manufacturer of key control system. D. Deliver keys to Owner through the Contractor. 1.6 COORDINATION A. Templates: Obtain and distribute to the parties involved templates for doors, flames, and other work specified to be factory prepared for installing door hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. 1.7 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Special Warranty: Written warranty, executed by manufacturer agreeing to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: 1. Structural failures including excessive deflection, cracking, or breakage. 2. Faulty operation of operators and door hardware. 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. `T C. Warranty Period: Three years from date of Substantial Completion, unless otherwise indicated. D. Warranty Period for Closers: Ten years from date of Substantial Completion. DOOR HARDWARE 08712-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.8 MAINTENANCE SERVICE JOA .: A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. B. Maintenance Service: Beginning at Substantial Completion, provide six months' full maintenance by skilled employees of door hardware Installer. Include quarterly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper door hardware operation. Provide parts and supplies as used in the manufacture and installation of original products. PART 2- PRODUCTS 2.1 SCHEDULED DOOR HARDWARE A. General: Provide door hardware for each door to comply with requirements in this Section, door hardware sets indicated in door and flame schedule, and the Door Hardware Schedule at the end of Part 3. 1. Door Hardware Sets: Requirements for quantity, item, design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in the Door Hardware Schedule at the end of Part 3. Products are identified by descriptive titles corresponding to requirements specified in Part 2. 2. Sequence of Operation: Provide electrified door hardware function, sequence of operation, and interface with other building control systems indicated. 2.2 HINGES AND PIVOTS, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Hinges: a. Baldwin Hardware Corporation. b. Cal -Royal Products, Inc. C. Hager Companies. d. Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. DOOR HARDWARE 08712-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA e. Stanley Commercial Hardware; Div. of The Stanley Works. 2. Pivots and Pivot Hinges: a. Hager Companies. b. Lawrence Brothers, Inc. C. LCN Closers; an Ingersoll-Rand Company. d. Rixson - Firemark, Inc.; Div. of Yale Security Inc. e. Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. f. Stanley Commercial Hardware; Div. of The Stanley Works. B. Standards: Comply with the following: 1. Butts and Hinges: BHMA Al 56.1. 2. Template Hinge Dimensions: BHMA A156.7. 3. Self- Closing Hinges and Pivots: BHMA A156.17. 4. Pivots: BHMA A 156.4. C. Quantity: Provide the following, unless otherwise indicated: 1. Two Hinges: For doors with heights up to 60 inches 2. Three Hinges: For doors with heights 61 to 90 inches 3. Four Hinges: For doors with heights 91 to 120 inches 10A D. Template Requirements: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template - produced units. E. Hinge Applications: Unless otherwise indicated, provide the following: 1. Entrance Doors: Heavy - weight hinges. 2. Doors with Closers: Antifriction- bearing hinges. 3. Interior Doors: Standard - weight hinges. F. Hinge Base Metal: Unless otherwise indicated, provide the following: 1. Exterior Hinges: Stainless steel, with stainless -steel pin 2. Interior Hinges: Brass, with stainless -steel pin body and brass protruding heads 3. Hinges for Fire -Rated Assemblies: Stainless steel, with stainless -steel pin. G. Hinge Options: Comply with the following where indicated in the Door Hardware Schedule or on Drawings: ___ DOOR HARDWARE 08712-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA 1. Nonremovable Pins: Provide set screw in hinge barrel that, when tightened into a groove in hinge pin, prevents removal of pin while door is closed; for the following applications: a. Outswinging exterior doors. b. Outswinging corridor doors with locks. 2. Reverse Safety Stud: Metal stud extension on back of each leaf that engages hole in reinforcing plate 3. Provide where scheduled. H. Fasteners: Comply with the following: 1. Machine Screws: For metal doors and frames. Install into drilled and tapped holes. 2. Wood Screws: For wood doors and frames. 3. Threaded -to -the -Head Wood Screws: For fire -rated wood doors. 4. Screws: Phillips flat -head screws; machine screws (drilled and tapped holes) for metal doors. Finish screw heads to match surface of hinges. 2.3 HINGES A. Antifriction- Bearing, Full- Mortise (Butt) Hinges: Standard weight; BHMA Grade 2, with 2 ball bearings; button tips; nonrising removable pins; and base metal as follows: 1. Base Metal: Brass or bronze, or stainless steel. B. Plain- Bearing, Standard - Weight, Full- Mortise (Butt) Hinges: BHMA Grade 3, button tips, nonrising removable pins, and base metal as follows: 1. Base Metal: Brass, bronze, or stainless steel 2.4 LOCKS AND LATCHES, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Mechanical Locks and Latches: a. Adams Rite Manufacturing Co. DOOR HARDWARE 08712-8 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A . NAPLES, FLORIDA C. Brink: R. R. Brink Locking Systems, Inc. d. Corbin Russwin Architectural Hardware; Div. of Yale Security Inc. e. Glynn- Johnson; an Ingersoll -Rand Company. f. Hager Companies. g. Ives: H. B. Ives. h. Medeco High Security Locks, Inc. i. NT Falcon Lock Co.; an Ingersoll -Rand Company. j. Rockwood Manufacturing Company. k. Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. 1. Schlage Lock Company; an Ingersoll -Rand Company. m. Security Door Controls. n. Simplex; Div. of UNICAN. o. Weiser Lock; Div. of Masco Building Products Corporation. p. Yale Security Inc.; Div. of Williams Holdings. B. Standards: Comply with the following: 1. Bored Locks and Latches: BHMA A156.2. 2. Mortise Locks and Latches: BHMA Al 56.13. 3. Interconnected Locks and Latches: BHMA Al 56.12. 4. Auxiliary Locks: BHMA A156.5. 5. Exit Locks: BHMA A156.5. C. Bored Locks: BHMA Grade 1, unless Grade 2 is indicated; Series 4000. D. Mortise Locks: Stamped steel case with steel or brass parts; BHMA Grade 1, unless Grade 2 is indicated; Series 1000. E. Interconnected Locks: BHMA Grade 1, unless Grade 2 is indicated; Series 5000. F. Auxiliary Locks: BHMA Grade 1, unless Grade 2 is indicated G. Lock Throw: Comply with testing requirements for length of bolts to comply with labeled fire door requirements, and as follows: 1. Bored Locks: Minimum 1/2 -inch latchbolt throw. 2. Mortise Locks: Minimum 3/4 -inch latchbolt throw. 3. Deadbolts: Minimum 1 -inch bolt throw. H. Backset: 2 -3/4 inches, unless otherwise indicated. DOOR HARDWARE 08712-9 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.5 MECHANICAL LOCKS AND LATCHES A. Bored Auxiliary Locks: Comply with the following: 1. Material: Stainless steel 2. Deadlocks: Deadbolt operated by key outside and turn inside. B. Mortise Auxiliary Locks: Comply with the following: 1. Material: Brass, Bronze, or Stainless steel 2. Deadlocks: Deadbolt operated by key outside and turn inside. 2.6 DOOR BOLTS, GENERAL 10A A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Flush Bolts: a. Adams Rite Manufacturing Co. b. Glynn- Johnson; an Ingersoll -Rand Company. C. Hager Companies. d. Ives: H. B. Ives. e. NT Quality Hardware; an Ingersoll -Rand Company. f. Rixson- Firemark, Inc.; Div. of Yale Security Inc. g. Rockwood Manufacturing Company. h. Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. B. Standards: Comply with the following: 1. Manual Flush Bolts: BHMA Al 56.16. C. Flush Bolts: BHMA Grade 1, unless Grade 2 is indicated, designed for mortising into door edge. D. Bolt Throw: Comply with testing requirements for length of bolts to comply with labeled fire door requirements, and as follows: 1. Mortise Flush Bolts: Minimum 3/4 -inch throw. DOOR HARDWARE 08712-10 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA l 0A ";7o No" 2.7 EXIT DEVICES, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work are limited to the following: - 1. Von Duprin; an Ingersoll -Rand Company. B. Standard: BHMA A156.3. 1. BHMA Grade: Grade 1, unless Grade 2 is indicated C. Certified Products: Provide exit devices listed in BHMA's "Directory of Certified Exit Devices." D. Panic Exit Devices: Listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for panic protection, based on testing according to UL 305. E. Fire Exit Devices: Complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire and panic protection, based on testing according to UL 305 and NFPA 252. 2.8 CYLINDERS AND KEYING A. Available Manufacturers: Subj ect to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Cylinders: Same manufacturer as for locks and latches. B. Standards: Comply with the following: 1. Cylinders: BHMA A156.5. 2. Key Control System: BHMA A156.5. C. Cylinder Grade: BHMA Grade 1, unless Grade 2 is indicated D. Cylinders: Manufacturer's standard tumbler type, constructed from brass or bronze, stainless steel, or nickel silver, and complying with the following: I . Number of Pins: Six 2. Mortise Type: Threaded cylinders with rings and straight- or clover -type cam. DOOR HARDWARE 08712-11 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA _. E. Permanent Cores: Manufacturer's standard; finish face to match lockset; complying with the following: 1. Interchangeable Cores: Core insert, removable by use of a special key, and usable with other manufacturers' cylinders. F. Construction Keying: Comply with the following: 1. Construction Master Keys: Provide cylinders with feature that permits voiding of construction keys without cylinder removal. Provide 10 construction master keys. G. Keying System: Unless otherwise indicated, provide a factory- registered keying system complying with the following requirements: 1. Great -Grand Master Key System: Cylinders are operated by a change key, a master key, a grand master key, and a great -grand master key. H. Keys: Provide nickel - silver keys complying with the following: 1. Stamping: Permanently inscribe each key with a visual key control number and include the following notation: a. Notation: DO NOT DUPLICATE 2. Quantity: In addition to one extra blank key for each lock, provide the following: a. Cylinder Change Keys: Three. b. Master Keys: Five. 2.9 OPERATING TRIM, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Baldwin Hardware Corporation. 2. Hager Companies. 3. Ives: H. B. Ives. 4. Rockwood Manufacturing Company. 5. Stanley Commercial Hardware; Div. of The Stanley Works. B. Standard: Comply with BHMA A156.6. DOOR HARDWARE 08712-12 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 A '"a C. Materials: Fabricate from brass, bronze, or stainless steel, unless otherwise indicated. 2.10 OPERATING TRIM A. Flat Push Plates: 0.050 inch thick, 4 inches wide by 16 inches high with square corners and beveled edges, secured with exposed screws. B. Straight Door Pull s: 3/4 -inch constant - diameter pull, with minimum clearance of 1 -1/2 inches from face of door; fastened at 8 inches o.c. 1. Mounting: Through bolted with oval -head machine screws and countersunk washers. C. Straight Push -Pull Door Pulls: Push -pull plate minimum 5 inches wide by 12 inches high, with minimum clearance of 1 -1/2 inches from face of door. 2.11 ACCESSORIES FOR PAIRS OF DOORS, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Astragals: a. Hager Companies. b. National Guard Products, Inc. C. Pemko Manufacturing Co., Inc. d. Reese Enterprises, Inc. e. Ultra Industries; a Macklanburg- Duncan Company. f. Zero International, Inc. 2.12 ACCESSORIES FOR PAIRS OF DOORS A. Overlapping -with- Gasket Astragals: T- shaped metal, surface mounted on edge of door with screws; with integral gasket and base metal as follows: 1. Base Metal: Zinc - plated steel or stainless steel 2. Gasket Material: Vinyl DOOR HARDWARE 08712-13 COLLIER COUNTY UTILITIES OPERATIONS CENTER JOA NAPLES, FLORIDA 2.13 CLOSERS, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work are limited to the following: 1. LCN Closers; an Ingersoll -Rand Company. B. Standards: Comply with the following: 1. Closers: BHMA A156.4. C. Surface Closers: BHMA Grade 1, unless Grade 2 is indicated D. Size of Units: Unless otherwise indicated, comply with manufacturer's written recommendations for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory -sized closers, adjustable to meet field conditions and requirements for opening force. 2.14 CLOSERS A. Modern - Type -with -Cover Surface Closers: Rack - and - pinion hydraulic type; with adjustable sweep and latch speeds controlled by key- operated valves; with forged -steel main arm; enclosed in cover 2.15 PROTECTIVE TRIM UNITS, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Metal Protective Trim Units: a. American Floor Products Co., Inc. b. Arden Architectural Specialties, Inc. C. Baldwin Hardware Corporation. d. Hager Companies. e. IPC Door and Wall Protection Systems, Inc. f. Ives: H. B. Ives. g. NT Quality Hardware; an Ingersoll -Rand Company. h. Pawling Corporation. i. Rockwood Manufacturing Company. DOOR HARDWARE 08712-14 .0* COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA j. Wilkinson Company, Inc. B. Standard: Comply with BHMA A156.6. C. Materials: Fabricate protection plates from the following: 1. Stainless Steel: 0.050 inch thick; beveled top and 2 sides. I - D. Fasteners: Provide manufacturer's standard exposed fasteners for door trim units consisting of either machine or self - tapping screws. E. Furnish protection plates sized 1 -1 /2 inches less than door width on push side and 1/2 inch less than door width on pull side, by height specified in schedule. 2.16 PROTECTIVE TRIM UNITS A. Armor Plates: 36 inches high by door width, with allowance for frame stops. B. Kick Plates: 12 inches high by door width, with allowance for frame stops. C. Mop Plates: 6 inches high by 1 inch less than door width. 2.17 STOPS AND HOLDERS, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Architectural Builders Hardware Mfg., Inc. 2. Baldwin Hardware Corporation. 3. Bums Manufacturing Incorporated. 4. Door Controls International. 5. Glynn- Johnson; an Ingersoll -Rand Company. 6. Hager Companies. 7. Hanchett Entry Systems, Inc. 8. Ives: H. B. Ives. 9. LCN Closers; an Ingersoll -Rand Company. 10. Norton Door Controls; Div. of Yale Security Inc. 11. NT Dor- O -Matic Hardware Div.; an Ingersoll -Rand Company. 12. NT Quality Hardware; an Ingersoll -Rand Company. 13. Rixson - Firemark, Inc.; Div. of Yale Security Inc. DOOR HARDWARE 08712-15 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 14. Rockwood Manufacturing Company. 15. Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. 16. Yale Security Inc.; Div. of Williams Holdings. B. Standards: Comply with the following: 1. Stops and Bumpers: BHMA A156.16. 2. Mechanical Door Holders: BHMA A156.16. 3. Electromagnetic Door Holders: BHMA A156.15. 4. Combination Overhead Holders and Stops: BHMA A156.8. 5. Door Silencers: BHMA A156.16. C. Stops and Bumpers: BHMA Grade 1, unless Grade 2 is indicated JOA -04 D. Floor Stops: For doors, unless wall or other type stops are scheduled or indicated. Do not mount floor stops where they will impede traffic. 1. Where floor or wall stops are not appropriate, provide overhead holders. E. Silencers for Metal Door Frames: BHMA Grade 1; neoprene or rubber, minimum diameter 1/2 inch; fabricated for drilled -in application to frame. 2.18 STOPS AND HOLDERS A. Rigid Wall Stops: Polished cast brass, bronze, or aluminum; 3 -1/2 inches (89 mm) long, with rubber bumper; expansion - shield application. B. Wall Bumpers: Polished cast brass or aluminum with rubber bumper; 2 -1 /2 -inch (64 -mm) diameter, minimum 3/4 -inch (19 -mm) projection from wall, with backplate for concealed fastener installation; with convex bumper configuration. C. Dome -Type Floor Stop: Polished cast brass, bronze, or aluminum, with rubber bumper; and as follows: 1. Height: Minimum 1 inch high, for doors without threshold 1 -3/8 inches high, for doors with threshold 2. Riser: Extruded aluminum for carpet installations. DOOR HARDWARE 08712-16 COLLIER COUNTY UTILITIES OPERATIONS CEN'T'ER 1 O A NAPLES, FLORIDA D. Lever -Type Door Holders: Polished cast brass, bronze, or aluminum; consisting of 4 -inch long arm that swings up and remains in vertical position; with replaceable rubber tip; - surface -screw application. 2.19 DOOR GASKETING, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: L Door Gasketing: a. Hager Companies. b. National Guard Products, Inc. C. Pemko Manufacturing Co., Inc. d. Reese Enterprises, Inc. e. Sealeze Corporation. i Ultra Industries; a Macklanburg -Duncan Company. g. Zero International, Inc. B. Standard: Comply with BHMA A156.22. C. General: Provide continuous weather -strip gasketing on exterior doors and provide smoke, light, or sound gasketing on interior doors where indicated or scheduled. Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. 1. Perimeter Gasketing: Apply to head and j amb, forming seal between door and frame. 2. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed. 3. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed. D. Air Leakage: Not to exceed 0.50 cfin per foot of crack length for gasketing other than for smoke control, as tested according to ASTM E 283. E. Fire - Labeled Gasketing: Assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to UL l OB or NFPA 252. DOOR HARDWARE 08712-17 y COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 A F. Sound -Rated Gasketing: Assemblies that are listed and labeled by a testing and inspecting agency, for sound ratings indicated, based on testing according to ASTM E 1408. G. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are easily replaceable and readily available from stocks maintained by manufacturer. H. Gasketing Materials: Comply with ASTM D 2000 and AAMA 701/702. 2.20 DOOR GASKETING A. Adhesive- Backed Perimeter Gasketing: Gasket material applied to frame rabbet with self - adhesive. 1. Gasket Material: Vinyl bulb B. Door Sweeps: Gasket material held in place by flat metal housing or flange; surface mounted to face of door with screws. 1. Gasket Material: Nylon brush 2. Housing Material: Aluminum C. Door Shoes: Gasket material held in place by metal housing; mounted to bottom edge of door with screws. 1. Gasket Material: Vinyl or Brush pile 2. Housing Material: Aluminum 3. Mounting: Mortised into bottom edge of door. 2.21 THRESHOLDS, GENERAL A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Hager Companies. 2. National Guard Products, Inc. 3. Pemko Manufacturing Co., Inc. 4. Reese Enterprises, Inc. 5. Rixson- Firemark, Inc.; Div. of Yale Security Inc. 6. Ultra Industries; a Macklanburg -Duncan Company. 7. Zero International, Inc. DOOR HARDWARE 08712-18 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Standard: Comply with BHMA A156.21. 2.22 THRESHOLDS l0A 'm or #40 A. Compressing -Top Thresholds: Metal member with compressible vinyl seal on top of threshold that seals against bottom of door; and base metal of aluminum B. ADA Thresholds: Type and base metal as follows: L Type: Applied gasketed stop and fluted top 2. Base Metal: Aluminum 3. Model: Pemko 2005V or approved equal at all exterior doors 4. Saddle- style thresholds allowed only at interior locations. 2.23 MISCELLANEOUS DOOR HARDWARE, GENERAL -- A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Baldwin Hardware Corporation. 2. Cal -Royal Products, Inc. 3. Hager Companies. 4. HEWI, Inc. 5. Ives: H. B. Ives. 6. NT Quality Hardware; an Ingersoll -Rand Company. 7. Rockwood Manufacturing Company. B. Standard: Comply with the following: 1. Auxiliary Hardware: BHMA A156.16. 2. Exit Alarms: BHMA A156.5. C. Auxiliary Hardware: BHMA Grade 1, unless Grade 2 is indicated 2.24 MISCELLANEOUS DOOR HARDWARE A. As noted on hardware schedule. - DOOR HARDWARE 08712-19 COLLIER COUNTY UTILITIES OPERATIONS CENTER ION NAPLES, FLORIDA 2.25 FABRICATION A. Manufacturer's Nameplate: Do not provide manufacturers' products that have manufacturer's name or trade name displayed in a visible location (omit removable nameplates) except in conjunction with required fire -rated labels and as otherwise approved by Architect. 1. Manufacturer's identification will be permitted on rim of lock cylinders only. B. Base Metals: Produce door hardware units of base metal, fabricated by forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness. Furnish metals of a quality equal to or greater than that of specified door hardware units and BHMA Al 56.18 for finishes. Do not furnish manufacturer's standard materials or forming methods if different from specified standard. C. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to commercially recognized industry standards for application intended. Provide Phillips flat -head screws with finished heads to match surface of door hardware, unless otherwise indicated. 1. Concealed Fasteners: For door hardware units that are exposed when door is closed, except for units already specified with concealed fasteners. Do not use through bolts for installation where bolt head or nut on opposite face is exposed unless it is the only means of securely attaching the door hardware. Where through bolts are used on hollow door and frame construction, provide sleeves for each through bolt. 2. Steel Machine or Wood Screws: For the following fire -rated applications: a. Mortise hinges to doors. b. Strike plates to frames. C. Closers to doors and frames. 3. Steel Through Bolts: For the following fire -rated applications, unless door blocking is provided: a. Surface hinges to doors. b. Closers to doors and frames. c. Surface - mounted exit devices. 4. Spacers or Sex Bolts: For through bolting of hollow metal doors. DOOR HARDWARE 08712-20 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 5. Fasteners for Wood Doors: Comply with requirements of DM WDHS.2, "Recommended Fasteners for Wood Doors." 2.26 FINISHES A. Standard: Comply with BHMA A156.18. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one -half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. D. BHMA Designations: Comply with base material and finish requirements indicated by the following: PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance of door hardware. B. Examine roughing -in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Steel Doors and Frames: Comply with DHI A115 series. 1. Surface- Applied Door Hardware: Drill and tap doors and frames according to SDI 107. DOOR HARDWARE 08712-21 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Wood Doors: Comply with DHI Al 15 -W series. 1p1" 3.3 INSTALLATION A. Mounting Heights: Mount door hardware units at heights indicated in following applicable publications, unless specifically indicated or required to comply with governing regulations: 1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 2. Custom Steel Doors and Frames: DHI's "Recommended Locations for Builders' Hardware for Custom Steel Doors and Frames." 3. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors." B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 9 Sections. Do not install surface - mounted items until finishes have been completed on substrates involved. 1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. 2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. C. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants." 3.4 ADJUSTING A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. DOOR HARDWARE 08712-22 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA l0A 1. Door Closers: Adjust sweep period so that, from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches (75 mm) from the latch, measured to the leading edge of the door. B. Six -Month Adjustment: Approximately six months after date of Substantial Completion, Installer shall perform the following: 1. Examine and readjust each item of door hardware as necessary to ensure function of doors, door hardware, and electrified door hardware. 2. Consult with and instruct Owner's personnel on recommended maintenance procedures. 3. Replace door hardware items that have deteriorated or failed due to faulty design, materials, or installation of door hardware units. 3.5 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. B. Clean operating items as necessary to restore proper function and finish. C. Provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of Substantial Completion. 3.6 DEMONSTRATION A. Engage a factory- authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain door hardware and door hardware finishes. 3.7 DOOR HARDWARE SCHEDULE (ENCLOSED) END OF SECTION 08712 VICTOR J. LATAVISH, ARCHITECT P.A. Naples, Florida DOOR HARDWARE 08712-23 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 08715 - DOOR HARDWARE DATA SHEET '' � Locksets Schlage, Cylinders /locks Schlage Exit Device Von Duprin (full- width) Rockwood Threshold Pemko Weatherstrip Pemko Door stops Ives Door Holder Ives Butts Hager Pivots Open spec Closers LCN Bolts Ives Kick plate Rockwood Silencers Open spec l0A MODEL/NOTES APPROVED EQUAL MFR. D- Series, Rhodes lever, US32 or US26 As specified B Series, 6 pin, US32 or US26 As specified Standard full -width exit device, #88, As specified with exterior Lever, US32 or US26 Pemko 2005V ADA compliant Reese, Zero or exact equal; brushed aluminum Provide at jambs, head, & astragal where Reese, Zero applicable, coordinate weatherstrip type w/ door frame mfr. 60, 61, or 62; wall mounted stop typical; use Rockwood floor stop or hinge pin at other locations where required. 455 or 452; Kick -down hold holder; Provide Rockwood same finish as levers /pulls Provide same finish as levers or pulls. Open spec All hinges shall be US26 or US32 Use BB hinges at all doors with closer. Use NRP hinges at all exterior doors Pivots may be provided in lieu of butts at Open spec. exterior doors; match door finish 4040 Super Smoothie As specified Provide flush bolts at top & bottom of pair Open spec. doors. Width of door less 2" unless noted Open spec. otherwise. US32 or US26 Provide silencers at all HM frames Open spec. DOOR HARDWARE DATA SHEET 08715-1 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA Automatic Dor -o -matic Operator HARDWARE FINISHES Interior hardware: Senior Swing, concealed operator, with controls and `push and go' feature US32 Bright Stainless Steel and/or US 26 Bright Polished Chrome Exterior aluminum door hardware: Bronze anodized aluminum and/or oil - rubbed bronze END OF SECTION 08715 VICTOR J. LATAVISH, ARCHITECT P.A. Naples, Florida DOOR HARDWARE DATA SHEET As specified 08715-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 08800 - GLAZING PART 1 - GENERAL 1.1 RELATED DOCUMENTS ' I A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes glazing for the following products and applications, including those specified in other Sections where glazing requirements are specified by reference to this Section: 1. Windows. 2. Doors. 3. Glazed entrances. 4. Interior borrowed lites. 5. Storefront framing. 1.3 DEFINITIONS A. Manufacturer: A firm that produces primary glass or fabricated glass as defined in referenced glazing publications. B. Deterioration of Coated Glass: Defects developed from normal use that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning coated glass contrary to manufacturer's written instructions. Defects include peeling, cracking, and other indications of deterioration in metallic coating. C. Deterioration of Laminated Glass: Defects developed from normal use that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, delamination materially obstructing vision through glass, and blemishes exceeding those allowed by referenced laminated -glass standard. GLAZING 08800-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 F, 1.4 PERFORMANCE REQUIREMENTS A. General: Provide glazing systems capable of withstanding normal thermal movement and wind and FBC impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. B. Glass Design: Glass thicknesses indicated are minimums and are for detailing only. Confirm glass thicknesses by analyzing Project loads and in- service conditions. Provide glass lites for various size openings in nominal thicknesses indicated, but not less than thicknesses and in strengths (annealed or heat treated) required to meet or exceed the following criteria: 1. Glass Thicknesses: Select minimum glass thicknesses to comply with ASTM E 1300, according to the following requirements: a. Specified Design Wind Loads: Determine design wind loads applicable to Project from basic wind speed indicated in miles per hour at 20 feet above grade, according to ASCE 7, "Minimum Design Loads for Buildings and Other Structures ": Section 6.4.2, "Analytic Procedure," based on mean roof heights above grade indicated on Drawings. b. Probability of Breakage for Vertical Glazing: 8 lites per 1000 for lites set vertically or not more than 15 degrees off vertical and under wind action. 1) Load Duration: 60 seconds or less. C. Maximum Lateral Deflection: For the following types of glass supported on all four edges, provide thickness required that limits center deflection at design wind pressure to 1/50 times the short side length or 3/8 inch, whichever is less. d. Minimum Glass Thickness for Exterior Lites: Not less than 1/4 inch e. Thickness of Glass within an area: Provide the same thickness for each tint color indicated within each room. C. Thermal Movements: Provide glazing that allows for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures acting on glass framing members and glazing components. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. GLAZING 08800-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. 1.5 SUBMITTALS A. Product Data: For each glass product and glazing material indicated. B. Samples: For the following products, in the form of 12 inch- square Samples for glass and of 12 inch- long Samples for sealants. Install sealant Samples between two strips of material representative in color of the adjoining framing system. C. Samples: For the_ following products, in the form of 12 inch- square Samples for glass. 1. Each type of laminated glass D. Glazing Schedule: Use same designations indicated on Drawings for glazed openings in preparing a schedule listing glass types and thicknesses for each size opening and location. 1.6 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed glazing similar in material, design, and extent to that indicated for Project and whose work has resulted in construction with a record of successful in- service performance. B. Source Limitations for Laminated Glass: Obtain laminated -glass units from one manufacturer using the same type of glass lites and interlayers for each type of unit indicated. C. Source Limitations for Glazing Accessories: Obtain glazing accessories from one source for each product and installation method indicated. D. Glass Product Testing: Obtain glass test results for product test reports in "Submittals" Article from a qualified testing agency based on testing glass products. E. Safety Glass: Category H materials complying with testing requirements in 16 CFR 1201 and ANSI Z97.1. 1. Subject to compliance with requirements, permanently mark safety glass with certification label of Safety Glazing Certification Council or another certification agency acceptable to authorities having jurisdiction. GLAZING 08800-3 Pb COLLIER COUNTY UTILITIES OPERA TIONS CENTER NAPLES, FLORIDA F. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. GANA Publications: GANA'S "Glazing Manual" and "Laminated Glass Design Guide." 1.7 DELIVERY, STORAGE, AND HANDLING A. Protect glazing materials according to manufacturer's written instructions and as needed to prevent damage to glass and glazing materials 1.8 PROJECT CONDITIONS A. Environmental Limitations: Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by glazing material manufacturers and when glazing channel substrates are wet from rain, frost, condensation, or other causes. 1.9 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Manufacturer's Special Warranty on Coated -Glass Products: Written warranty, made out to Owner and signed by coated -glass manufacturer agreeing to furnish replacements for those coated -glass units that deteriorate as defined in "Definitions" Article, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below. 1. Warranty Period: 10 years from date of Substantial Completion. C. Manufacturer's Special Warranty on Laminated Glass: Written warranty, made out to Owner and signed by laminated -glass manufacturer agreeing to furnish replacements for laminated -glass units that deteriorate as defined in "Definitions" Article, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below. 1. Warranty Period: Five years from date of Substantial Completion. GLAZING 08800-4 _ COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PART 2 - PRODUCTS 10A� 2.1 PRODUCTS AND MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, those listed herein and on the Drawings. 2.2 PRIMARY FLOAT GLASS A. Float Glass: ASTM C 1036, Type I (transparent glass, flat), Quality q3 (glazing select) 2.3 HEAT- TREATED FLOAT GLASS A. Fabrication Process: By vertical (tong -held) or horizontal (roller- hearth) process, at manufacturer's option B. Heat- Treated Float Glass: ASTM C 1048; Type I (transparent glass, flat); Quality q3 (glazing select) 2.4 WIRED GLASS A. Wired Glass: ASTM C 1036, Type II (patterned and wired glass, flat), Class 1 (clear), Quality q8 (glazing); 6.4 mm thick; of form and mesh pattern indicated below: 1. Polished Wired Glass: Form 1 (wired, polished both sides), and as follows: a. Mesh m2 (square). B. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: I. Polished Wired Glass: a. Ashai Glass Co. /Ama Glass Corp. b. Central Glass Co., Ltd. C. Nippon Sheet Glass Co., Ltd. d. Pilkington Glass Ltd. GLAZING 08800-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 0 2.5 LAMINATED GLASS A. Laminated Glass: Comply with ASTM C 1172 and FBC for impact -rated laminated glass indicated and other requirements specified, including those in the scheduled on the Drawings. B. Interlayer: Interlayer material as indicated below, clear or in colors, and of thickness indicated with a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after laminating glass lites and installation. 1. Interlayer Material: Polyvinyl butyral sheets or cured resin. C. Laminating Process: Fabricate laminated glass to produce glass free of foreign substances and air or glass pocket 2.6 ELASTOMERIC GLAZING SEALANTS A. General: Provide products of type indicated, complying with the following requirements: 1. Compatibility: Select glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating -glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. B. Elastomeric Glazing Sealant Standard: Comply with ASTM C 920 and other requirements indicated for each liquid- applied, chemically curing sealant used, including those referencing ASTM C 920 classifications for type, grade, class, and uses. 2.7 GLAZING GASKETS A. Lock -Strip Gaskets: Neoprene extrusions in size and shape indicated, fabricated into frames with molded corner units and zipper lock strips, complying with ASTM C 542, black. GLAZING 08800-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 2.8 MISCELLANEOUS GLAZING MATERIALS A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements ofmanufacturers ofglass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. C. Setting Blocks: Elastomeric material with a Shore A durometer hardness of 85, plus or minus 5. D. Spacers: Elastomeric blocks or continuous extrusions with a Shore A durometer hardness required by glass manufacturer to maintain glass lites in place for installation indicated. E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking). F. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type O (open -cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance. 2.9 FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS A. Fabricate glass and other glazing products in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing standard, to comply with system performance requirements. B. Clean-cut or flat -grind vertical edges of butt- glazed monolithic lites in a manner that produces square edges with slight kerfs at junctions with indoor and outdoor faces. C. Grind smooth and polish exposed glass edges, if any. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine framing glazing, with Installer present, for compliance with the following: -- GLAZING 08800-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA Manufacturing and installation tolerances, including those for size, squareness, and offsets at corners. 2. Presence and functioning of weep system. 3. Minimum required face or edge clearances. 4. Effective sealing between joints of glass - framing members. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean glazing channels and other framing members receiving glass immediately before glazing. Remove coatings not firmly bonded to substrates. 3.3 GLAZING, GENERAL A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. B. Glazing channel dimensions, as indicated on Drawings, provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required by Project conditions during installation. C. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance. D. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction sealant - substrate testing. E. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. G. Provide spacers for glass lites where the length plus width is larger than 50 inches as follows: GLAZING 08800-8 COLLIER COUNTY UTILITIES OPERATIONS CENTER O A NAPLES, FLORIDA 1. Locate spacers directly opposite each other on both inside and outside faces of glass. Install correct size and spacing to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements. 2. Provide 1/8 -inch minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape. H. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. I. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. J. Where wedge - shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage so gasket cannot walk out when installation is subjected to movement. K. Square cut wedge- shaped gaskets at corners and install gaskets in a manner recommended by gasket manufacturer to prevent comers from pulling away; seal corner joints and butt joints with sealant recommended by gasket manufacturer. 3.4 SEALANT GLAZING (WET) A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. 3.5 LOCK -STRIP GASKET GLAZING A. Comply with ASTM C 716 and gasket manufacturer's written instructions. Provide supplementary wet seal and weep system, unless otherwise indicated. GLAZING 08800-9 F_ COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.6 PROTECTION AND CLEANING 10 A A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels, and clean surfaces. B. Protect glass from contact with contaminating substances resulting from construction operations, including weld splatter. If, despite such protection, contaminating substances do come into contact with glass, remove them immediately as recommended by glass manufacturer. C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for build -up of dirt, scum, alkaline deposits, or stains; remove as recommended by glass manufacturer. D. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged in any way, including natural causes, accidents, and vandalism, during construction period. E. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended by glass manufacturer. 3.7 GLAZING SCHEDULE A. Glazing Schedule is listed on the Drawings. END OF SECTION 08800 VICTOR J. LATAVISH, ARCHITECT P.A. Naples, Florida GLAZING 08800-10 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 09255 - GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS JOA A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Nonload- bearing steel framing members for gypsum board assemblies. 2. Gypsum board assemblies attached to steel framing. 3. Cement board attached to steel framing 1.3 QUALITY ASSURANCE A. Single- Source Responsibility for Steel Framing: Obtain steel framing members for gypsum board assemblies from a single manufacturer, unless otherwise indicated. B. Single- Source Responsibility for Panel Products: Obtain each type of gypsum board and other panel products from a single manufacturer. C. Single- Source Responsibility for Finishing Materials: Obtain finishing materials from either the same manufacturer that supplies gypsum board and other panel products or from a manufacturer acceptable to gypsum board manufacturer. D. Fire -Test- Response Characteristics: Where fire- resistance -rated gypsum board assemblies are indicated, provide gypsum board assemblies that comply with the following requirements: 1. Fire- Resistance Ratings: As indicated by GA File Numbers in GA -600 "Fire Resistance Design Manual" or design designations in UL "Fire Resistance Directory" or in the listing of another testing and inspecting agency acceptable to authorities having jurisdiction. 2. Gypsum board assemblies indicated are identical to assemblies tested for fire resistance according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. GYPSUM BOARD ASSEMBLIES 09255-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A :!00 3. Deflection and Firestop Track: Top runner provided in fire- resistance -rated assemblies indicated is labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Neatly stack gypsum panels flat to prevent sagging. 1.5 PROJECT CONDITIONS A. Environmental Conditions, General: Establish and maintain environmental conditions for applying and finishing gypsum board to comply with ASTM C 840 requirements or gypsum board manufacturer's recommendations, whichever are more stringent. B. Room Temperatures: For nonadhesive attachment of gypsum board to framing, maintain not less than 40 deg F. For adhesive attachment and finishing of gypsum board, maintain not less than 50 deg F for 48 hours before application and continuously after until dry. C. Ventilation: Ventilate building spaces as required to dry joint treatment materials. Avoid drafts during hot, dry weather to prevent finishing materials from drying too rapidly. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1. Steel Framing and Furring: a. Clark Steel Framing, Inc. b. Dale Industries, Inc. C.. Dietrich Industries, Inc. d. Marino/Ware. e. National Gypsum Co.; Gold Bond Building Products Division. f. Unimast, Inc. GYPSUM BOARD ASSEMBLIES 09255-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 2. Grid Suspension Assemblies: a. Armstrong World Industries, Inc. b. Chicago Metallic Corp. C. USG Interiors, Inc. d. Worthington Steel Company. 3. Gypsum Board and Related Products: a. Domtar Gypsum. b. Georgia- Pacific Corp. C. National Gypsum Co.; Gold Bond Building Products Division. d. United States Gypsum Co. B. Fire -rated Products: Subject to compliance with UL requirements, products that may be incorporated in the Work include, but are not limited to, the following: 1. Firestop Type C; Georgia - Pacific Corp. 2. Fire - Shield G; National Gypsum Co.; Gold Bond Building Products Division. 3. SHEETROCK Brand Gypsum Panels, FIRECODE C Core; United States Gypsum Co. 4. SHEETROCK Brand Gypsum Panels, ULTRACODE Core; United States Gypsum Co. 2.2 STEEL FRAMING COMPONENTS FOR SUSPENDED AND FURRED CEILINGS A. General: Provide components complying with ASTM C 754 for conditions indicated. B. Wire Ties: ASTM A 641, Class 1 zinc coating, soft temper, 0.062 inch thick. C. Wire Hangers: ASTM A 641, Class 1 zinc coating, soft temper, 0.162 -inch diameter. D. Hanger Rods: Mild steel and zinc coated or protected with rust- inhibitive paint. E. Channels: Cold - rolled steel, 0.0598 -inch minimum thickness of base (uncoated) metal and 7/16 -inch - wide flanges, and as follows: 1. Carrying Channels: 1 -1/2 inches deep, 475 Ib /1000 feet, unless otherwise indicated. 2. Furring Channels: 3/4 inch deep, 300 lb /1000 feet, unless otherwise indicated. 3. Finish: Rust - inhibitive paint, unless otherwise indicated. F. Steel Studs for Furring Channels: ASTM C 645, with flange edges of studs bent back 90 degrees and doubled over to form 3 /16- inch -wide minimum lip (return), and complying with the following requirements for minimum thickness of base (uncoated) metal and for depth: GYPSUM BOARD ASSEMBLIES 09255-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 1. Thickness: 25 gauge, unless otherwise indicated or required. 2. Depth: 3 -5/8 inches, unless otherwise indicated or required. 3. Protective Coating: Manufacturer's standard corrosion - resistant coating. G. Grid Suspension System for Interior Ceilings: ASTM C 645, manufacturer's standard direct -hung grid suspension system composed of main beams and cross - furring members that interlock to form a modular supporting network. 2.3 STEEL FRAMING FOR WALLS AND PARTITIONS A. General: Provide steel framing members complying with the following requirements: 1. Protective Coating: Manufacturer's standard corrosion - resistant coating. B. Steel Studs and Runners: ASTM C 645, with flange edges of studs bent back 90 degrees and doubled over to form 3/16- inch - wide minimum lip (return), and complying with the following requirements for minimum thickness of base (uncoated) metal and for depth: 1. Thickness: 25 gauge, unless otherwise indicated or required. 2. Depth: 3 -5/8 inches, unless otherwise indicated or required. C. Deflection Track: Manufacturer's standard top runner designed to prevent cracking of gypsum board applied to interior partitions resulting from deflection of the structure above fabricated from steel sheet complying with ASTM A 653 or ASTM A 568. Thickness as indicated for studs, and width to accommodated depth of studs, and of the following configuration: 1. Top Runner with Compressible Flanges: 2 -1/2- inch -deep flanges with V- shaped offsets that compress when pressure is applied from construction above. D. Z- Furring Members: Manufacturer's standard Z- shaped furring members with slotted or nonslotted web, fabricated from steel sheet complying with ASTM A 653 or ASTM A 568; with a minimum base metal (uncoated) thickness of 0.0179 inch, face flange of 1 -1/4 inch wall- attachment flange of 7/8 inch, and of depth required to fit insulation thickness indicated. E. Fasteners for Metal Framing: Provide fasteners of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel framing and furring members securely to substrates involved; complying with the recommendations of gypsum board manufacturers for applications indicated. GYPSUM BOARD ASSEMBLIES 09255-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.4 GYPSUM BOARD PRODUCTS 2.5 l0A'M A. General: Provide gypsum board of types indicated in maximum lengths available that will minimize end -to -end butt joints in each area indicated to receive gypsum board application. A. 1. Widths: Provide gypsum board in widths of 48 inches. Gypsum Wallboard: ASTM C 36 and as follows: 1. Non - Rated: Half inch regular gypsum wallboard, unless otherwise indicated. 2. Rated: 5/8 inch Type X where required for fire- resistance -rated assemblies. 3. Edges: Tapered. TRIM ACCESSORIES Accessories for Interior Installation: Cornerbead, edge trim, and control joints complying with ASTM C 1047 and requirements indicated below: 1. Material: Formed metal or PVC plastic, with metal complying with the following requirement: a. Steel sheet zinc coated by hot -dip process or rolled zinc. 2. Shapes indicated below by reference to Fig. 1 designations in ASTM C 1047: a. Cornerbead on outside corners, unless otherwise indicated. b. LC -bead with both face and back flanges; face flange formed to receive joint compound. Use LC -beads for edge trim, unless otherwise indicated. C. L -bead with face flange only; face flange formed to receive joint compound. Use L -bead where indicated. d. U -bead with face and back flanges; face flange formed to be left without application of joint compound. Use U -bead where indicated. e. One -piece control joint formed with V- shaped slot and removable strip covering slot opening. JOINT TREATMENT MATERIALS A. General: Provide joint treatment materials complying with ASTM C 475 and the ,. recommendations of both the manufacturers of sheet products and of joint treatment materials for each application indicated. GYPSUM BOARD ASSEMBLIES 09255-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 . .1r" B. Joint Tape for Gypsum Board: Paper reinforcing tape, unless otherwise indicated. Use pressure - sensitive or staple- attached, open- weave, glass -fiber reinforcing tape with compatible joint compound where recommended by manufacturer of gypsum board and joint treatment materials for application indicated. C. Drying -Type Joint Compounds for Gypsum Board: Factory- packaged vinyl -based products complying with the following requirements for formulation and intended use. 1. Ready -Mixed Formulation: Factory-mixed product. a. Taping compound formulated for embedding tape and for first coat over fasteners and face flanges of trim accessories. b. Topping compound formulated for fill (second) and finish (third) coats. C. All- purpose compound formulated for both taping and topping compounds. 2.7 MISCELLANEOUS MATERIALS A. General: Provide auxiliary materials for gypsum board construction that comply with referenced standards and recommendations of gypsum board manufacturer. B. Steel drill screws complying with ASTM C 1002 for the following applications: 1. Fastening gypsum board to steel members less than 0.033 inch thick. C. Steel drill screws complying with ASTM C 954 for fastening gypsum board to steel members from 0.033 to 0.112 inch thick. 2.8 CEMENT BOARD MATERIALS A. Provide Y2" cement board sheathing at all shower locations and c.t. wainscot locations. Use "Durrock" or approved equal material. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates to which gypsum board assemblies attach or abut, installed hollow metal frames, cast -in- anchors, and structural framing, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of assemblies specified in this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. GYPSUM BOARD ASSEMBLIES 09255-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 3.2 PREPARATION - B. Ceiling Anchorages: Coordinate installation ofceiling suspension systems with installation of overhead structural assemblies to ensure that inserts and other provisions for anchorages to building structure have been installed to receive ceiling hangers that will develop their full strength and at spacing required to support ceilings. 1. Furnish concrete inserts and other devices indicated to other trades for installation well in advance of time needed for coordination with other construction. 3.3 INSTALLING STEEL FRAMING, GENERAL A. Steel Framing Installation Standard: Install steel framing to comply with ASTM C 754 and with ASTM C 840 requirements that apply to framing installation. B. Install supplementary framing, blocking, and bracing at terminations in gypsum board assemblies to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. Comply with details indicated and with recommendations of gypsum board manufacturer or, if none available, with United States Gypsum Co.'s "Gypsum Construction Handbook." C. Isolate steel framing from building structure at locations indicated to prevent transfer of loading imposed by structural movement. Comply with details shown on Drawings. 1111 3.4 A. L Where building structure abuts ceiling perimeter or penetrates ceiling. 2. Where partition framing and wall furring abut structure, except at floor. a. Provide slip- or cushioned -type joints as detailed to attain lateral support and avoid axial loading. b. Install deflection track top runner to attain lateral support and avoid axial loading. Do not bridge building control and expansion joints with steel framing or furring members. Independently frame both sides of joints with framing or furring members as indicated. INSTALLING STEEL FRAMING FOR SUSPENDED AND FURRED CEILINGS Suspend ceiling hangers from building structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. GYPSUM BOARD ASSEMBLIES 09255-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA -- 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with the location of hangers required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards. 3. Secure wire hangers by looping and wire- tying, either directly to structures or to inserts, eyescrews, or other devices and fasteners that are secure and appropriate for substrate, and in a manner that will not cause them to deteriorate or otherwise fail. 4. Secure flat, angle, and rod hangers to structure, including intermediate flaming members, by attaching to inserts, eyescrews, or other devices and fasteners that are secure and appropriate for structure as well as for type of hanger involved, and in a manner that will not cause them to deteriorate or otherwise fail. 5. Do not support ceilings directly from permanent metal forms. Furnish cast -in -place hanger inserts that extend through forms. 6. Do not attach hangers to steel deck tabs. 7. Do not attach hangers to steel roof deck. Attach hangers to structural members. 8. Do not connect or suspend steel framing from ducts, pipes, or conduit. B. Sway -brace suspended steel framing with hangers used for support. C. Install suspended steel framing components in sizes and at spacings indicated, but not less than that required by the referenced steel framing installation standard. 1. Wire Hangers: 48 inches o.c. 2. Carrying Channels (Main Runners): 48 inches o.c. 3. Furring Channels (Furring Members): 16 inches o.c. D. Installation Tolerances: Install steel framing components for suspended ceilings so that cross - furring or grid suspension members are level to within 1/8 inch in 12 feet as measured both lengthwise on each member and transversely between parallel members. E. Wire-tie or clip furring members to main runners and to other structural supports as indicated_ F. Grid Suspension System: Attach perimeter wall track or angle where grid suspension system meets vertical surfaces. Mechanically join main beam and cross - furring members to each other and butt-cut to fit into wall track. GYPSUM BOARD ASSEMBLIES 09255-8 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.5 INSTALLING STEEL FRAMING FOR WALLS AND PARTITIONS OA bow. A. Install runners (tracks) at floors, ceilings, and structural walls and columns where gypsum board stud assemblies abut other construction. 1. Where studs are installed directly against exterior walls, install asphalt felt strips or foam gaskets between studs and wall B. Installation Tolerances: Install each steel framing and furring member so that fastening surfaces do not vary more than 1/8 inch from the plane formed by the faces of adjacent framing. C. Extend partition framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing over frames for doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board. 1. Cut studs % inch short of full height to provide perimeter relief. D. Terminate partition framing at suspended ceilings where indicated. E. Install steel studs and furring in sizes and at spacings indicated. 1. Single -Layer Construction: Space studs 16 inches o.c., unless otherwise indicated. F. Install steel studs so flanges point in the same direction and leading edge or end of each gypsum board panel can be attached to open (unsupported) edges of stud flanges first. G. Frame door openings to comply with GA -219, and with applicable published recommendations of gypsum board manufacturer, unless otherwise indicated. Attach vertical studs at jambs with screws either directly to frames or to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. 1. Install Two 20 gauge studs at each jamb, unless otherwise indicated. 2. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2 -inch clearance from jamb stud to allow for installation of control joint. 3. Extend jamb studs through suspended ceilings and attach to underside offloor or roof structure above. H. Frame openings other than door openings to comply with details indicated or, if none indicated, as required for door openings. Install framing below sills of openings to match framing required above door heads. GYPSUM BOARD ASSEMBLIES 09255-9 C OLLIER COUNTY UTILITIES OPERA TIONS CENTER JOA NAPLES, FLORIDA 3.6 APPLYING AND FINISHING GYPSUM BOARD, GENERAL A. Gypsum Board Application and Finishing Standards: Install and finish gypsum panels to comply with ASTM C 840 and GA -216. B. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install gypsum panels with face side out. Do not install imperfect, damaged, or damp panels. Butt panels together for a light contact at edges and ends with not more than 1/16 inch of open space between panels. Do not force into place. D. Locate both edge or end joints over supports, except in ceiling applications where intermediate supports or gypsum board back - blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Avoid joints other than control joints at corners of framed openings where possible. E. Attach gypsum panels to steel studs so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. F. Attach gypsum panels to framing provided at openings and cutouts. G. Do not attach gypsum panels across the flat grain of wide- dimension lumber, including floor joists and headers. Instead, float gypsum panels over these members using resilient channels or provide control joints to counteract wood shrinkage. H. Spot grout hollow metal door frames for solid -core wood doors, hollow metal doors, and doors over 32 inches wide. Apply spot grout at each jamb anchor clip and immediately insert gypsum panels into frames. I. Form control and expansion joints at locations indicated and as detailed, with space between edges of adjoining gypsum panels, as well as supporting framing behind gypsum panels. J. Cover both faces of steel stud partition framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases that are braced internally. 1. Except where concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area. 2. Fit gypsum panels around ducts, pipes, and conduits. GYPSUM BOARD ASSEMBLIES 09255-10 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 3. Where partitions intersect open concrete coffers, concrete joists, and other structural members projecting below underside of floor /roof slabs and decks, cut gypsum - panels to fit profile formed by coffers, joists, and other structural members; allow 1/4- to 3 /8- inch - wide joints to install sealant. K. Isolate perimeter of nonload- bearing gypsum board partitions at structural abutments, except floors, as detailed. Provide 1/4- to 1/2-inch- wide spaces at these locations and trim edges with U -bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. L. Floating Construction: Where feasible, including where recommended by manufacturer, install gypsum panels over wood framing, with floating internal corner construction. M. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's recommendations. 1. Space screws a maximum of 12 inches o.c. for vertical applications. 3.7 GYPSUM BOARD APPLICATION METHODS A. Single -Layer Application: Install gypsum wallboard panels as follows: 1. On ceilings, apply gypsum panels prior to wall/partition board application to the greatest extent possible and at right angles to framing, unless otherwise indicated. 2. On partitions /walls, apply gypsum panels horizontally (perpendicular to framing), unless parallel application is required for fire - resistance -rated assemblies. Use maximum - length panels to minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of board. B. Single -Layer Fastening Methods: Apply gypsum panels to supports as follows: 1. Fasten with screws. 3.8 INSTALLING TRIM ACCESSORIES A. General: For trim accessories with back flanges, fasten to framing with the same fasteners used to fasten gypsum board. Otherwise, fasten trim accessories according to accessory manufacturer's directions for type, length, and spacing of fasteners. B. Install comerbead at external corners. GYPSUM BOARD ASSEMBLIES 09255-11 UTILITIES OPERATIONS CENTER 1„ O A _ .1 :1 A COLLIER COUNTY NAPLES, FLORIDA C. Install edge trim where edge of gypsum panels would otherwise be exposed. Provide edge trim type with face flange formed to receive joint compound, except where other types are indicated. 1. Install LC -bead where gypsum panels are tightly abutted to other construction and back flange can be attached to framing or supporting substrate. 2. Install L -bead where edge trim can only be installed after gypsum panels are installed. 3. Install U -bead where indicated. 4. Install aluminum trim and other accessories where indicated. D. Install control joints at locations indicated. E. Install control joints according to ASTM C 840 and manufacturer's recommendations and in specific locations approved by Architect for visual effect. 3.9 FINISHING GYPSUM BOARD ASSEMBLIES A. General: Treat gypsum board joints, interior angles, flanges of cornerbead, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. B. Prefill open joints, rounded or beveled edges, and damaged areas using setting -type joint compound. C. Apply joint tape over gypsum board joints, except those with trim accessories having flanges not requiring tape. D. Apply joint tape over gypsum board joints and to flanges of trim accessories as recommended by trim accessory manufacturer. E. Levels of Gypsum Board Finish: Provide the following levels of gypsum board finish per GA -214. 1. Level 1 for ceiling plenum areas, concealed areas, and where indicated, unless a higher level of finish is required for fire- resistance -rated assemblies and sound -rated assemblies. 2. Level 4 for gypsum board surfaces, unless otherwise indicated. GYPSUM BOARD ASSEMBLIES 09255-12 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A F. For Level 4 gypsum board finish, embed tape in joint compound and apply first, fill (second), and finish (third) coats of joint compound over joints, angles, fastener heads, and accessories. Touch up and sand between coats and after last coat as needed to produce a surface free of visual defects and ready for paint. G. Where Level 1 gypsum board finish is indicated, embed tape in joint compound. 3.10 CLEANING AND PROTECTION A. Promptly remove any residual joint compound from adjacent surfaces. B. Provide final protection and maintain conditions, in a manner acceptable to Installer, that ensure gypsum board assemblies are without damage or deterioration at the time of Substantial Completion. END OF SECTION 09255 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida GYPSUM BOARD ASSEMBLIES 09255-13 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 09310 - CERAMIC TILE PART 1 - GENERAL I.l RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Ceramic mosaic tile. 2. Glazed wall tile. 3. Porcelain ceramic tile 4. Stone thresholds installed as part of tile installations. 5. Cementitious backer units 1.3 SUBMITTALS A. Product Data: For each type of tile, mortar, grout, and other products specified. B. Tile Samples for Initial Selection: Manufacturer's color charts consisting of actual tiles or sections of tiles showing the full range of colors, textures, and patterns available for each type and composition of tile indicated. Include Samples of accessories involving color selection. C. Grout Samples for Initial Selection: Manufacturer's color charts consisting of actual sections of grout showing the full range of colors available for each type of grout indicated. 1.4 PERFORMANCE REQUIREMENTS A. Static Coefficient of Friction: For tile installed on floor surfaces, provide products with a _._ C.O.F. or 0.70 or higher, as determined by testing identical products per ASTM C 1028 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who has completed tile installations similar in material, design, and extent to that indicated for this Project and with a record of successful in- service performance. CERAMIC TILE 09310-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER 0 NAPL E S, FLORIDA B. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Division 1 Section "Project Meetings." 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. Comply with requirement of ANSI A137.1 for labeling sealed tile packages. B. Prevent damage or contamination to materials by water, freezing, foreign matter, and other causes. C. Handle tile with temporary protective coating on exposed surfaces to prevent coated surfaces from contacting backs or edges of other units. If coating does contact bonding surfaces of tile, remove coating from bonding surfaces before setting tile. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not install tile until construction in spaces is completed and ambient temperature and humidity conditions are being maintained to comply with referenced standards and manufacturer's written instructions. 1.8 EXTRA MATERIALS A. Deliver extra materials to Owner. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels describing contents. 1. Tile and Trim Units: Furnish quantity of full -size units equal to 3 percent of amount installed, for each type, composition, color, pattern, and size indicated. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, those indicated in the ceramic tile installation schedules at the end of this Section. B. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Tile Products: CERAMIC TILE 09310-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA a. American Olean Tile Company.. b. Crossville C. Dal -Tile Corporation. d. Florida Tile Industries, Inc. e. Mannington Ceramic Tile. f. Monarch Tile, Inc. g. Seneca Tiles, Inc. h. Summitville Tiles, Inc. i. United States Ceramic Tile Company. 2. Tile- Setting and - Grouting Materials: a. American Olean Tile Company. b. Atlas Minerals & Chemicals, Inc. C. Bonsal: W.R. Bonsal Company. d. Bostik. e. Dal -Tile Corporation. f DAP, Inc. g. Laticrete International, Inc. h. Mapei Corporation. i. Southern Grouts & Mortars, Inc. 2.2 PRODUCTS, GENERAL A. ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A137.1, "Specifications for Ceramic Tile," for types, compositions, and other characteristics indicated. I. Provide tile complying with Standard Grade requirements, unless otherwise indicated. B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI standards referenced in "Setting Materials" and "Grouting Materials" articles. C. Colors, Textures, and Patterns: Where manufacturer's standard products are indicated for tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, provide specific products or materials complying with the following requirements: 1. Provide Architect's selections from manufacturer's full range of colors, textures, and patterns for products of type indicated. 2. Provide tile trim and accessories that match color and finish of adjoining flat tile. CERAMIC TILE 09310-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA ION D. Factory Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, blend file in the factory and package so tile units taken from one package show the same range in colors as those taken from other packages and match approved Samples. E. Mounting: Where factory- mounted tile is required, provide back- or edge - mounted tile assemblies as standard with manufacturer, unless another mounting method is indicated. F. Factory- Applied Temporary Protective Coating: Where indicated under tile type, protect exposed surfaces of tile against adherence of mortar and grout by precoating them with a continuous film of petroleum paraffin wax, applied hot. Do not coat unexposed tile surfaces. 2.3 TILE PRODUCTS A. Porcelain Ceramic Tile (CT -1): Provide flat tile complying with the following requirements: 1. Composition: Porcelain with abrasive admixture. 2. Module Size: 2 by 2 inches. 3. Colors: mixed random blend, colors as selected by Architect . 4. Face: Plain with cushion edges. B. Wall Tile: Provide flat tile complying with the following requirements: 1. Match floor tile unless scheduled otherwise. C. Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply with the following requirements: 1. Size: As indicated, coordinated with sizes and coursing of adjoining flat tile where applicable. 2. Shapes: As follows, selected from manufacturer's standard shapes: a. Base: Coved. b. Wainscot Cap for Thin -Set Mortar Installations: Surface bullnose. C. External Corners for Thin -Set Mortar Installations: Surface bullnose. d. Internal Corners: Field -butted square corners, except with coved base and cap angle pieces designed to member with stretcher shapes. CERAMIC TILE 09310-4 -- COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.4 STONE THRESHOLDS 10A "+ - -° A. General: Provide stone thresholds that are uniform in color and finish, fabricated to sizes and profiles indicated to provide transition between the surfaces and adjoining finished floor surfaces. 1. Fabricate thresholds to heights indicated, but not more than 1/x inch above adjoining finished floor surfaces, with transition edges beveled on a slope of no greater than 1:2. B. Marble Thresholds: Provide marble thresholds complying with ASTM C 503 requirements for exterior use and with a minimum abrasive - hardness value of 10 per ASTM C 241. 1. Provide white, honed marble complying with the Marble Institute of America`s Group A requirements for soundness. 2.5 SETTING MATERIALS A. Portland Cement Mortar Installation Materials: Provide materials complying with ANSI AI08.IA and as specified below: B. Latex - Portland Cement Mortar: ANSI A118.4, composed of either of the following - materials: - L Prepackaged Dry- Mortar Mix: Factory- prepared mixture of portland cement; dry, redispersible, ethylene vinyl acetate additive; and other ingredients to which only water needs to be added at Project site. a. For wall applications, provide nonsagging, latex - portland cement mortar complying with ANSI Al 18.4 for mortar of this type defined in Section F- 2.1.2. 5. Mixture of Dry- Mortar Mix and Latex Additive: Mixture of prepackaged dry- mortar mix and liquid -latex additive complying with the following requirements: a. Latex Additive: Styrene butadiene rubber. b. Latex Additive: Acrylic resin. C. For wall applications, provide nonsagging, latex - portland cement mortar complying with ANSI Al 18.4 for mortar of this type defined in Section F- 2.1.2. CERAMIC TILE 09310-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.6 GROUTING MATERIALS 10N A. Latex - Portland Cement Grout: ANSI Al 18.6 for materials described in Section H -2.4, composed of either of the following materials: 1. Factory- Prepared, Dry-Grout Mixture: Factory- prepared mixture of portland cement; dry, redispersible, ethylene vinyl acetate additive; and other ingredients to produce the following: a. Unsanded grout mixture for joints 1/8 inch and narrower. 2. Mixture of Dry-Grout Mix and Latex Additive: Mixture of factory- prepared, dry- grout mix and latex additive complying with the following requirements: a. Unsanded Dry-Grout Mix: Dry-set grout complying with ANSI All 8.6 for materials described in Section H -2.3, for joints 1/8 inch and narrower. 2.7 CEMENTITIOUS BACKER UNITS A Provide cementitious backer units complying with ANSI Al 18.9 in maximum lengths available to minimize end -to -end butt joints. 1. Thickness: 1 /2 inch 2. Width: Manufacturer's standard width, but not less than 32 inches B. Products include but are not limited to 1. C -Cure; C -Cure Board 990 2. Custom Building Products; Wonderboard 3. FinPan, Inc.; Util -A -Crete Concrete Backer Board 4. USG Corporation; DUROCK Cement Board 2.8 MISCELLANEOUS MATERIALS A. Trowelable Patching Compounds: Latex - modified, portland- cement -based formulation provided or approved by manufacturer of tile- setting materials for installations indicated. B. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and grout surfaces, specifically approved for materials and installations indicated by file and grout manufacturers. C. Grout Sealer: Manufacturer's standard product for sealing grout joints that does not change color or appearance of grout. 1. Products include but are not limited to: CERAMIC TILE 09310-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 104 a. Bonsal, W.R., Company; Grout Sealer b. Bostik; CeramaSeal Grout Sealer C. C -Cure; Penetrating Sealer 978 d. Custom Building Products; Sealer e. Jamo Inc.; Sealer f MAPEI Corporation; KER g. Southern Grouts & Mortars, Inc.; Silicone Grout Sealer h. Summitville Tiles, Inc.; SL -15, Invisible Seal Penetrating Sealer i. TEC Specialty Products Inc.; Grout Sealer 2.9 MIXING MORTARS AND GROUT A. Mix mortars and grouts to comply with referenced standards and mortar and grout manufacturers' written instructions. B. Add materials, water, and additives in accurate proportions. C. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures to produce mortars and grouts of uniform quality with optimum performance characteristics for installations indicated. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where file will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of installed tile. 1. Verify that substrates for setting tile are firm; dry; clean; free from oil, waxy films, and curing compounds; and within flatness tolerances required by referenced ANSI A108 series of tile installation standards for installations indicated. 2. Verify that installation of grounds, anchors, recessed frames, electrical and mechanical units of work, and similar items located in or behind tile has been completed before installing tile. 3. Verify that joints and cracks in the substrates are coordinated with the joint locations; if not coordinated, adjust latter in consultation with Architect. - B. Do not proceed with installation until unsatisfactory conditions have been corrected. CERAMIC TILE 09310-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.2 PREPARATION laA A. Remove coatings, including curing compounds, and other substances that contain soap, wax, oil, or silicone and are incompatible with tile - setting materials by using a terrazzo or concrete grinder, a drum sander, or a polishing machine equipped with a heavy -duty wire brush. B. Provide concrete substrates for tile floors installed with latex- portland cement mortars that comply with flatness tolerances specified in referenced ANSI A108 series oftile installation standards for installations indicated. Use trowelable leveling and patching compounds per tile - setting material manufacturer's written instructions to fill cracks, holes, and depressions. 2. Remove protrusions, bumps, and ridges by sanding or grinding. C. Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, verify that tile has been blended in the factory and packaged so file units taken from one package show the same range in colors as those taken from other packages and match approved Samples. If not factory blended, either return to manufacturer or blend tiles at Project site before installing. 3.3 INSTALLATION, GENERAL A. TCA Installation Guidelines: TCA 's Handbook for Ceramic Tile Installation." Comply with TCA installation methods indicated in ceramic tile installation schedules. B. Extend tile work into recesses and under or behind equipment and fixtures to form a complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. C. Accurately form intersections and returns. Perform cutting an d drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built -in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile. D. Jointing Pattern: Lay tile in running bond pattern, unless otherwise indicated. Align joints when adjoining tiles on floor, base, walls, and trim are the same size. Lay out the work and center tile fields in both directions in each space or on each wall area. Provide uniform joint widths, unless otherwise indicated. 1. For tile mounted in sheets, make joints between tile sheets the same width as joints within file sheets so joints between sheets are not apparent in finished work. CERAMIC TILE 09310-8 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA E. Lay out tile wainscots to next full tile beyond dimensions indicated. 104 F. Expansion Joints: Locate expansion joints and other sealant -filled joints, including control, contraction, and isolation joints, where indicated during installation of setting materials, mortar beds, and tile. Do not saw -cut joints after installing tiles. 1. Locate joints in file surfaces directly above building expansion joints in concrete substrates. 2. Prepare joints and apply sealants to comply with requirements of Division 7 Section "Joint Sealants." G. Grout tile to comply with the requirements of the following file installation standards: 1. For ceramic tile grouts (latex - portland cement grouts), comply with ANSI A 108.10. 3.4 FLOOR TILE INSTALLATION A. General: Install file to comply with requirements in the Ceramic Tile Floor Installation Schedule, including those referencing TCA installation methods and ANSI A108 series of tile installation standards. B. Joint Widths: Install file on floors with the 1/8" joint width. C. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying with applicable special requirements for back buttering of tile in referenced ANSI A 108 series of tile installation standards: Tile floors in wet areas. D. Stone Thresholds: Install stone thresholds at locations indicated; set in same type of setting bed as abutting field tile, unless otherwise indicated. 1. Set thresholds in latex - portland cement mortar for locations where mortar bed would otherwise be exposed above adjacent nontile floor finish. 3.5 WALL TILE INSTALLATION __.. A. Install types of file designated for wall installations to comply with requirements in the Ceramic Tile Wall Installation Schedule, including those referencing TCA installation methods and ANSI setting -bed standards. B. Joint Widths: Install tile on walls with the 1/8" joint width. CERAMIC TILE 09310-9 W r' COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA C. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying with applicable special requirements for back buttering of tile in referenced ANSI A108 series of tile installation standards: Tile wall installations in wet areas. 3.6 CLEANING AND PROTECTING A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. 1. Remove latex - portland cement grout residue from tile as soon as possible. 2. Unglazed tile may be cleaned with acid solutions only when permitted by tile and grout manufacturer's written instructions, but no sooner than 10 days after installation. Protect metal surfaces, cast iron, and vitreous plumbing fixtures from effects of acid cleaning. Flush surface with clean water before and after cleaning. 3. Remove temporary protective coating by method recommended by coating manufacturer that is acceptable to brick and grout manufacturer. Trap and remove coating to prevent it from clogging drains. B. Finished Tile Work: Leave finished installation clean and free of cracked, chipped, broken, unbonded, and otherwise defective tile work. C. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure tile is without damage or deterioration at the time of Substantial Completion. 1. When recommended by tile manufacturer, apply a protective coat of neutral protective cleaner to completed file walls and floors. Protect installed tile work with kraft paper or other heavy covering during construction period to prevent staining, damage, and wear. 2. Prohibit foot and wheel traffic from tiled floors for at least 3 days after grouting is completed. D. Before final inspection, remove protective coverings and rinse neutral cleaner from tile surfaces. END OF SECTION 09310 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida CERAMIC TILE 09310-10 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 0 SECTION 09511 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. A. 1.3 A. _... 1.4 SUMMARY This Section includes ceilings consisting of acoustical panels and exposed suspension systems. SUBMITTALS Product Data: For each type of product specified. QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who has completed acoustical panel ceilings similar in material, design, and extent to that indicated for this Project and with a record of successful in- service performance. B. Fire - Test - Response Characteristics: Provide acoustical panel ceilings that comply with the following requirements: 1. Surface - burning characteristics of acoustical panels comply with ASTM E 1264 for Class A materials as determined by testing identical products per ASTM E 84. 2. Products are identified with appropriate markings of applicable testing and inspecting agency. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver acoustical panels and suspension system components to Project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination, and other causes. B. Before installing acoustical panels, permit them to reach room temperature and a stabilized M_ moisture content. C. Handle acoustical panels carefully to avoid chipping edges or damaging units in any way. ACOUSTICAL PANEL CEILINGS 09511-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not install acoustical panel ceilings until spaces are enclosed and weatherproof, wet -work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. 1.7 COORDINATION A. Coordinate layout and installation of acoustical panels and suspension system with other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC equipment, fire- suppression system, and partition assemblies. 1.8 EXTRA MATERIALS A. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels describing contents. 1. Acoustical Ceiling Units: Full -size units equal to 5.0 percent of amount installed. 2. Suspension System Components: Quantity of each exposed component equal to 5.0 percent of amount installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Armstrong World Industries Products: 1. Cortega series. 2. Mfr Number: 704. 3. Color: White. 4. Edge: Tegular. 5. Size: 24" by 24" by 5/8 ". 2.2 ACOUSTICAL PANELS, GENERAL A. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that comply with ASTM E 1264 classifications as designated by types & patterns indicated. ACOUSTICAL PANEL CEILINGS 09511-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.3 METAL SUSPENSION SYSTEMS, GENERAL A. Metal Suspension System Standard: Provide manufacturer's standard direct -hung metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable ASTM C 635 requirements. B. Finishes and Colors, General: Comply with NAA Ws "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Provide manufacturer's standard factory- applied finish for type of system indicated. C. Attachment Devices: Size for five times design load indicated in ASTM C 635, Table 1, Direct Hung, unless otherwise indicated. D. Wire Hangers, Braces, and Ties: Provide wires complying with the following requirements: 1. Zinc- Coated Carbon -Steel Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper. 2. Size: Select wire diameter so its stress at three times hanger design load (ASTM C 635, Table 1, Direct Hung) will be less than yield stress of wire, but provide not less than 0.106 -inch- diameter wire. E. Hanger Rods: Mild steel, zinc coated or protected with rust- inhibitive paint. F. Flat Hangers: Mild steel, zinc coated or protected with rust- inhibitive paint. -- G. Angle Hangers: Angles with legs not less than 7/8 inch wide; formed with 0.04 -inch- thick, galvanized steel sheet complying with ASTM A 653/A , G90 coating designation; with bolted connections and 5/16 -inch- diameter bolts. H. Sheet -Metal Edge Moldings and Trim: 1. "Reveal- Edge" moldings for edges and penetrations that fit acoustical panel edge details and suspension systems indicated; formed from sheet metal of same material and finish as that used for exposed flanges of suspension system runners. 2. Manufacturers: Armstrong World Industries, Inc. ACOUSTICAL PANEL CEILINGS 09511-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PART 3 - EXECUTION 3.1 PREPARATION A si A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Avoid using less - than- half -width panels at borders, and comply with layout shown on reflected ceiling plans. 3.2 INSTALLATION A. General: Install acoustical panel ceilings to comply with publications referenced below per manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." 1. Standard for Ceiling Suspension System Installations: Comply with ASTM C 636. B. Suspend ceiling hangers from building's structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structure or of ceiling suspension system. 2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 3. Splay hangers only where required and, if permitted with fire- resistance - rated ceilings, to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 4. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers at spacings required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards and publications. 5. Secure wire hangers to ceiling suspension members and to supports above with a minimum of three tight turns. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure; that are appropriate for substrate; and that will not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. ACOUSTICAL PANEL CEILINGS 09511-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 6. Secure flat, angle, channel, and rod hangers to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices that are secure and appropriate for both structure to which hangers are attached and type of hanger involved. Install hangers in a manner that will not cause them to deteriorate or fail due to age, corrosion, or elevated temperatures. 7. Do not support ceilings directly from permanent metal forms or floor deck. Fasten hangers to cast -in -place hanger inserts, powder - actuated fasteners, or drilled -in anchors that extend through forms into concrete. 8. Do not attach hangers to steel deck tabs. 9. Do not attach hangers to steel roof deck. Attach hangers to structural members. 10. Space hangers not more than 48 inches o.c. along each member supported directly from hangers, unless otherwise indicated; and provide hangers not more than 8 inches from ends of each member. C. Secure bracing wires to ceiling suspension members and to supports with a minimum of four tight turns. Suspend bracing from building's structural members as required for hangers, without attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing wires into concrete with cast-in-place or postinstaIled anchors. D. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. 1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed. 2. Screw attach moldings to substrate at intervals not more than 16 inches o.c. and not more than 3 inches from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet. Miter corners accurately and connect securely. 3. Do not use exposed fasteners, including pop rivets, on moldings and trim. E. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. F. Install acoustical panels with undamaged edges and fitted accurately into suspension system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat, precise fit. Arrange directionally patterned acoustical panels as follows: ACOUSTICAL PANEL CEILINGS 09511-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA � 10A . a. Install panels with pattern running in one direction parallel to short axis of space. 2. For square -edged panels, install panels with edges fully hidden from view by flanges of suspension system runners and moldings. 3. For reveal -edged panels on suspension system runners, install panels with bottom of reveal in firm contact with top surface of runner flanges. 4. Paint cut panel edges remaining exposed after installation; match color of exposed panel surfaces using coating recommended in writing for this purpose by acoustical panel manufacturer. 3.3 CLEANING A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and suspension system members. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. Remove and replace ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 09511 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida ACOUSTICAL PANEL CEILINGS 09511-6 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 09651 - RESILIENT TILE FLOORING PART 1 - GENERAL 1.1 RELATED DOCUMENTS I OA - A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Vinyl composition floor tile. 2. Resilient wall base and accessories. 3. Resilient stair treads and nosings 1.3 SUBMITTALS A. Product Data: For each type of product specified. B. Samples for Alternate Selections: Manufacturer's color charts consisting of units or sections of units showing the full range of colors and patterns available for each type of product indicated. C. Samples for Verification: Full -size tiles of each different color and pattern ofresilient floor the specified, showing the full range of variations expected in these characteristics. D. Maintenance Data: For resilient floor tile to include in the maintenance manuals specified in Division 1. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer to perform work of this Section who has specialized in installing resilient products similar to those required for this Project -- and with a record of successful in- service performance. B. Source Limitations: Obtain each type, color, and pattern of product specified from one source with resources to provide products of consistent quality in appearance and physical properties without delaying the Work. RESILIENT TILE FLOORING 09651-1 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA dl 0 C. Fire- Test - Response Characteristics: Provide products with the following fire- test - response characteristics as determined by testing identical products per test method indicated below by a testing and inspecting agency acceptable to authorities having jurisdiction. I . Critical Radiant Flux: 0.45 W /sq. cm or greater when tested per ASTM E 648. 2. Smoke Density: Maximum specific optical density of 450 or less when tested per ASTM E 662. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver products to Project site in manufacturer's original, unopened cartons and containers, each bearing names of product and manufacturer, Project identification, and shipping and handling instructions. B. Store products in dry spaces protected from the weather, with ambient temperatures maintained between 50 and 90 deg F. C. Store tiles on flat surfaces. D. Move products into spaces where they will be installed at least 48 hours before installation, unless longer conditioning period is recommended in writing by manufacturer. 1.6 PROJECT CONDITIONS A. Maintain a temperature of not less than 70 deg For more than 95 deg F in spaces to receive products for at least 48 hours before installation, during installation, and for at least 48 hours after installation, unless manufacturer's written recommendations specify longertime periods. After postinstallation period, maintain a temperature of not less than 55 deg F or more than 95 deg F. B. Do not install products until they are at the same temperature as the space where they are to be installed. C. Close spaces to traffic during flooring installation and for time period after installation recommended in writing by manufacturer. D. Install tiles and accessories after other finishing operations, including painting, have been completed. E. Where demountable partitions and other items are indicated for installation on top of resilient file flooring, install tile before these items are installed. RESILIENT TILE FLOORING 09651-2 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A M AIM F. Do not install flooring over concrete slabs until slabs have cured and are sufficiently dry to bond with adhesive, as determined by flooring manufacturer's recommended bond and moisture test. 1.7 EXTRA MATERIALS A. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels describing contents. 1. Furnish not less than one box for each 50 boxes or fraction thereof, of each type, color, pattern, class, wearing surface, and size of resilient tile flooring installed. 2. Furnish not less than 10 linear feet for each 500 linear feet or fraction thereof, of each type, color, pattern, and size of resilient accessory installed. 3. Deliver extra materials to Owner. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be - incorporated into the Work include, but are not limited to, those indicated in the Resilient Tile Flooring Schedule at the end of Part 3. B. Products: Subject to compliance with requirements, provide one of the products indicated for each designation in the Resilient Tile Flooring Schedule at the end of Part 3. 2.2 RESILIENT TILE A. Vinyl Composition Floor Tile: Products complying with ASTM F 1066 and with requirements specified in the Resilient Tile Flooring Schedule. 2.3 RESILIENT ACCESSORIES A. Vinyl Wall Base: Products complying with FS SS -W -40, Type II and with requirements specified in the Resilient Tile Flooring Schedule. B. Vinyl Accessory Moldings: Products complying with requirements specified in the Resilient Tile Flooring Schedule. RESILIENT TILE FLOORING 09651-3 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 N C. Resilient Stair Treads and Nosings: Vinyl or rubber stair treads and risers with ADA compliant slip - resistant nosing with contrasting color. 2.4 INSTALLATION ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex - modified, portland- cement -based formulation provided or approved by flooring manufacturer for applications indicated. B. Adhesives: Water - resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. C. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edge of tiles, and in maximum available lengths to minimize running j oints. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where installation of resilient products will occur, with Installer present, for compliance with manufacturer's requirements. Verify that substrates and conditions are satisfactory for resilient product installation and comply with requirements specified. B. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 and the following: 1. Slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials that may interfere with adhesive bond. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by flooring manufacturer. 2. Subfloor finishes comply with requirements specified in Division 3 Section "Cast -in- Place Concrete" for slabs receiving resilient flooring. 3. Subfloors are free of cracks, ridges, depressions, scale, and foreign deposits. C. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION RESILIENT TILE FLOORING 09651-4 ,, 1 �r COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A A. General: Comply with resilient product manufacturer's written installation instructions for Preparing substrates indicated to receive resilient products. B. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, and depressions in substrates. C. Remove coatings, including curing compounds, and other substances that are incompatible with flooring adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. D. Broom and vacuum clean substrates to be covered immediately before product installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.3 TILE INSTALLATION A. General: Comply with tile manufacturer's written installation instructions. B. Lay out tiles from center marks established with principal walls, discounting minor offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using - cut widths that equal less than one -half of a tile at perimeter. I. Lay tiles square with room axis, unless otherwise indicated. C. Match tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged, if so numbered. Cut tiles neatly around all fixtures. Discard broken, cracked, chipped, or deformed tiles. 1. Lay tiles with grain running in one direction. 2. Pattern: Running Bond (brick pattern) D. Scribe, cut, and fit tiles to butt neatly and tightly to vertical surfaces and permanent fixtures, including built -in furniture, cabinets, pipes, outlets, edgings, door frames, thresholds, and nosings. E. Extend tiles into toe spaces, door reveals, closets, and similar openings. F. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on finish flooring as marked on subfloor. Use chalk or other nonpermanent, nonstaining marking device. RESILIENT TILE FLOORING 09651 -5 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 G. Install tiles on covers for telephone and electrical ducts, and similar items in finished floor areas. Maintain overall continuity of color and pattern with pieces of flooring installed on covers. Tightly adhere edges to perimeter of floor around covers and to covers. H. Adhere tiles to flooring substrates using a full spread of adhesive applied to substrate to comply with tile manufacturer's written instructions, including those for trowel notching, adhesive mixing, and adhesive open and working times. 1. Provide completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections. I. Hand roll tiles according to tile manufacturer's written instructions. 3.4 RESILIENT ACCESSORY INSTALLATION A. General: Install resilient accessories according to manufacturer's written installation instructions. B. Apply resilient wall base to walls, closed pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required. 1. Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned. 2. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. 3. Do not stretch base during installation. 4. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient wall base with manufacturer's recommended adhesive filler material. 5. Install premolded outside corners before installing straight pieces. 6. Install premolded outside and inside corners before installing straight pieces. 7. Install resilient treads and risers in accordance with manufacturers instructions, neatly cutting and fitting to stair treads and risers. C. Place resilient accessories so they are butted to adjacent materials and bond to substrates with adhesive. Install reducer strips at edges of flooring that would otherwise be exposed. 3.5 CLEANING AND PROTECTING RESILIENT TILE FLOORING 09651-6 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A A. Perform the following operations immediately after installing resilient products: 1. Remove adhesive and other surface blemishes using cleaner recommended by resilient product manufacturers. 2. Sweep or vacuum floor thoroughly. 3. Do not wash floor until after time period recommended by flooring manufacturer. 4. Damp -mop floor to remove marks and soil. B. Protect flooring against mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by flooring manufacturer. 1. Apply protective floor polish to floor surfaces that are free from soil, visible adhesive, and surface blemishes, if recommended in writing by manufacturer. a. Use commercially available product acceptable to flooring manufacturer. b. Coordinate selection of floor polish with Owner's maintenance service. 2. Cover products installed on floor surfaces with undyed, untreated building paper until inspection for Substantial Completion. 3. Do not move heavy and sharp objects directly over floor surfaces. Place plywood or hardboard panels over flooring and under objects while they are being moved. Slide or roll objects over panels without moving panels. C. Clean floor surfaces not more than 4 days before dates scheduled for inspections intended to establish date of Substantial Completion in each area of Project. Clean products according to manufacturer's written recommendations. 1. Before cleaning, strip protective floor polish that was applied after completing installation only if required to restore polish finish and if recommended by flooring __. manufacturer. 2. After cleaning, reapply polish to floor surfaces to restore protective floor finish according to flooring manufacturer's written recommendations. Coordinate with Owner's maintenance program. RESILIENT TILE FLOORING 09651-7 COLLIER COUNTY PUBLIC UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA 3.6 RESILIENT TILE FLOORING SCHEDULE A. Vinyl Composition Tile VCT: Where this designation is indicated, provide vinyl composition floor tile complying with the following: 1. Manufacturer: Azrock Commercial Flooring 2. Style: Cortina Grande series. 3. Wearing Surface: Smooth. 4. Thickness:1/8 inch. 5. Size: 16 by 16 inches. 6. Color: As selected by Architect from full range of available colors B. Vinyl Wall Base VWB: Where this designation is indicated, provide vinyl wall base complying with the following: 1. Manufacturer: Azrock. 2. Color and Pattern: As selected by Architect from manufacturer's full range of colors and patterns produced for vinyl wall base complying with requirements indicated. 3. Style: Cove with top -set toe. 4. Minimum Thickness: 1/8 inch. 5. Height: 4 inches. 6. Lengths: Coils in lengths standard with manufacturer. 7. Outside Corners: Premolded. 8. Inside Corners: Premolded. 9. Surface: Smooth. END OF SECTION 09651 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida RESILIENT TILE FLOORING 09651 -8 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1 GA SECTION 09680 CARPETING PART 1 - GENERAL 1.1 SUMMARY A. Provide carpeting and carpet accessories where shown on the Drawings and as specified herein. 1.2 SUBMITTALS A. Comply with pertinent provisions of Division 1. B. Product data: Within 10 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Two sets of the full range of colors and patterns of carpet. One color will be selected for the building. PART 2 PRODUCTS 2.1 CARPET A. Base Bid: Provide glue -down carpet materials in accordance with Collier County Vertical Standards document and as specified herein. B. Alternate Bid: Provide carpet file materials in accordance with Collier County Vertical Standards document. 2.2 OTHER MATERIALS A. Adhesives: Provide latex carpet adhesive recommended for the purpose by the manufacturer of the proposed carpet. B. At intersection of carpet and resilient floor tile, provide Mercer Plastics Company, Inc., "Custom Edge Carpet Bar No. 90," vinyl, or equal, in color selected by the Architect. CARPETING 09680 -1 COLLIER COUNTY UTILITIES OPERATIONS CENTER ION 'A4 NAPLES, F LORIDA C. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3- EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.2 SURFACE PREPARATION A. Immediately prior to installation of the work of this Section, thoroughly clean substrata and remove oil, grease, paint, varnish, hardeners, and other items which would adversely affect the bond of adhesive. B. Make substrata level and free from irregularities. Assure one constant floor height after carpet is installed, filling low spots and grinding high spots as required. 3.3 INSTALLATION A. General: 1. Glue directly to the floor, using no pads and no foam. (Base Bid) 2. Scribe the carpet accurately to vertical surfaces. 3. Align the lines of carpet, as woven, using no fill strips less than 9" wide. B. In addition to the cleaning requirements stated elsewhere, thoroughly clean carpet and adjacent surfaces prior to final acceptance of the carpeted areas by the Owner. 3.4 PROTECTION A. Provide a heavy non - staining paper or plastic walkway as required over carpeting in direction of traffic, maintaining intact until carpeted space is accepted by the Owner. CARPETING 09680 -2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 3.5 SURPLUS MATERIAL A. Allow the Owner to inspect and select from scrap carpet remaining after the installation. Bundle and deliver to the Owner the carpet scraps selected by him. Additionally, provide 5% stock of each color for the owners future use. Deliver to the _. job site and store as directed by the owner. END OF SECTION 09680 -- VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida CARPETING 09680 -3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 09912 - PAINTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10,E Mrw A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 W A. SUMMARY This Section includes surface preparation and field painting of exposed exterior and interior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Paint exposed surfaces, except where these Specifications indicate that the surface or material is not to be painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, Architect will select from standard colors and finishes available. 1. Painting includes field painting of exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron supports, and surfaces of mechanical and electrical equipment that do not have a factory- applied final finish. C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. 1. Prefinished items include the following factory- finished components: a. Architectural woodwork. b. Acoustical wall panels. C. Toilet enclosures. d. Finished mechanical and electrical equipment. e. Light fixtures. f. Metal siding g. Window frames h. Storefront doors PAINTING 09912-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 A 2. Concealed surfaces include generally inaccessible spaces including but not limited to the following: a. Closed attic spaces b. Closed plenum spaces C. Wall cavities 3. Finished metal surfaces include the following: a. Anodized aluminum. b. Stainless steel. C. Chromium plate. d. Copper and copper alloys. e. Bronze and brass. f. Prefinished galvalume 4. Operating parts include moving parts of operating equipment and the following: a. Valve and damper operators. b. Linkages. C. Sensing devices. d. Motor and fan shafts. 5. Labels: Do not paint over UL, FMG, or other code - required labels or equipment name, identification, performance rating, or nomenclature plates. 1.3 DEFINITIONS A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85- degree meter. 2. Eggshell refers to low -sheen finish with a gloss range between 20 and 35 when measured at a 60- degree meter. 3. Semigloss refers to medium -sheen finish with a gloss range between 35 and 70 when measured at a 60 -degree meter. 4. Full gloss refers to high -sheen finish with a gloss range more than 70 when measured at a 60- degree meter. PAINTING 09912-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.4 SUBMITTALS 10A A. Product Data: For each paint system indicated. Include block fillers and primers. 1. Material List: An inclusive list of required coating materials. Indicate each material and cross - reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material. B. Samples for Initial Selection: For each type of finish -coat material indicated. 1. After color selection, Architect will furnish color chips for surfaces to be coated. 1.5 QUALITY ASSURANCE A. Applicator Qualifications: A firm or individual experienced in applying paints and coatings similar in material, design, and extent to those indicated for this Project, whose work has resulted in applications with a record of successful in- service performance. B. Source Limitations: Obtain block fillers and primers for each coating system from the same manufacturer as the finish coats. C. Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample for each type of coating and substrate required. Comply with procedures specified in PDCA P5. Duplicate finish of approved sample Submittals. 1. For final selection of colors and finishes, the Architect will select one room or surface to represent surfaces and conditions for application of each type of coating and substrate. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. PAINTING 09912-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 A ' NAPLES, FLORIDA "0 6. Application instructions. 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well - ventilated area at a minimum ambient temperature of 45 deg F. Maintain storage containers in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.7 PROJECT CONDITIONS A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 95 deg F. B. Apply solvent - thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F. C. Do not apply paint in rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. 1.8 EXTRA MATERIALS A. Furnish extra paint materials from the same production run as the materials applied and in the quantities described below. Package with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner. 1. Quantity: Furnish Owner with extra paint materials in 1 gal. container in quantities indicated below: a. Exterior, Semigloss Acrylic Enamel: 5 gal. of each color applied. b. Interior, Semigloss Acrylic Enamel: 5 gal. of each color applied. PAINTING 09912-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES FLORIDA 1.9 SAMPLE PANELS A. Provide sample panels of selected colors for final verification of colors prior to ordering materials. Samples shall be in sizes and locations as directed by Architect/Owner on site. PART2- PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles. B. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Sherwin- Williams Co. (SW). 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers, and finish -coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best - quality professional grade paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint - material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. -- C. Colors: As selected by Architect from manufacturer's full range of available colors. PAINTING 09912-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.3 CONCRETE UNIT MASONRY BLOCK FILLERS 10 At A. Concrete Unit Masonry Block Filler: Factory- formulated high- performance latex block fillers. 1. Benjamin Moore; Moorcraft Super Craft Latex Block Filler No. 285: Applied at a dry film thickness of not less than 8.1 mils. 2. Pittsburgh Paints; 6 -7 SpeedHide Interior/Exterior Masonry Latex Block Filler: Applied at a dry film thickness of not less than 6.0 to 12.5 mils. 3. Sherwin - Williams; PrepRite Interior/Exterior Block Filler B25W25: Applied at a dry film thickness of not less than 8.0 rails. 2.4 EXTERIOR PREMIERS A. Exterior Concrete and Masonry Primer: Factory- formulated alkali- resistant acrylic -latex primer for exterior application. 1. Sherwin - Williams; Loxon Exterior Masonry Acrylic Primer A24W300: Applied at a dry film thickness of not less than 3.0 mils. B. Exterior Ferrous -Metal Primer: Factory- formulated rust- inhibitive metal primer for exterior application. 1. Sherwin - Williams; Kern Kromik Universal Metal Primer B50NZ6B50WZ1: Applied at a dry film thickness of not less than 3.0 mils. C. Exterior Galvanized Metal Primer: Factory- formulated galvanized metal primer for exterior application. 1. Sherwin - Williams; Galvite HS Paint B50WZ3: Applied at a dry film thickness of not less than 2.0 mils D. Exterior Aluminum Primer under Acrylic Finishes: Factory- formulated acrylic -based metal primer for exterior application. 1. Sherwin - Williams; DTM Acrylic Primer/Finish B66W1: Applied at a dry film thickness of not less than 2.5 mils. PAINTING 09912-6 1 . . -A 10ACOLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA E. Exterior Aluminum Primer under Alkyd Finishes: Factory- formulated acrylic -based metal primer for exterior application. 1. Sherwin - Williams; DTM Wash Primer B71Y1: Applied at a dry film thickness of not less than 2.5 mils. M .114 ' 0-1& 1 a I A. Interior Concrete and Masonry Primer: Factory- formulated alkali- resistant acrylic -latex interior primer for interior application. 1. Sherwin - Williams; PrepRite Masonry Primer B28W300: Applied at a dry film thickness of not less than 3.0 mils. B. Interior Gypsum Board Primer: Factory- formulated latex -based primer for interior a_. application. 1. Sherwin - Williams; PrepRite 200 Latex Wall Primer B28W200 Series: Applied at - a dry film thickness of not less than 1.6 mils. C. Interior Ferrous -Metal Primer: Factory- formulated quick - drying rust - inhibitive alkyd -based metal primer. 1. Sherwin - Williams; Kern Kromik Universal Metal Primer B50NZ6/B50WZ1: Applied at a dry film thickness of not less than 3.0 mils. D. Interior Zinc- Coated Metal Primer: Factory- formulated galvanized metal primer. 1. Sherwin - Williams; Galvite HS B50WZ30: Applied at a dry film thickness ofnot less than 3.0 mils. 2.6 EXTERIOR FINISH COATS A. Exterior Semigloss Acrylic Enamel: Factory- formulated semigloss waterborne acrylic -latex enamel for exterior application. 1. Sherwin - Williams; A -100 Latex Gloss A8 Series: Applied at a dry film thickness of not less than 1.3 mils. B. Exterior Full -Gloss Alkyd Enamel: Factory- formulated full -gloss alkyd enamel for exterior application. PAINTING 09912-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER , NAPLES, FLORIDA JOA � 1. Sherwin - Williams; Industrial Enamel B -54 Series: Applied at a dry film thickness of not less than 2.0 mils. 2.7 INTERIOR FINISH COATS A. Interior Low - Luster Acrylic Enamel: Factory- formulated eggshell acrylic -latex interior enamel (Ceilings only) 1. Sherwin - Williams; ProMar200 Interior Latex Egg -Shell Enamel B20W200 Series: Applied at a dry film thickness of not less than 1.6 mils. B. Interior Semigloss Acrylic Enamel: Factory- formulated semigloss acrylic -latex enamel for interior application. 1. Sherwin - Williams; ProMar 200 Interior Latex Semi -Gloss Enamel B31 W200 Series: Applied at a dry film thickness of not less than 1.3 mils. C. Interior Full -Gloss Acrylic Enamel: Factory- formulated full -gloss acrylic -latex interior enamel. 1. Sherwin - Williams; ProMar 200 Interior Latex Gloss Enamel B21 W201: Applied at a dry film thickness of not less than 1.5 mils. D. Interior Semigloss Alkyd Enamel: Factory- formulated semigloss alkyd enamel for interior application. 1. Sherwin - Williams; ProMar200InteriorAlkyd Semi -Gloss Enamel 1334W200 Series: Applied at a dry film thickness of not less than 1.7 mils. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for paint application. Comply with procedures specified in PDCA P4. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. PAINTING 09912-8 COLLIER COUNTY UTILITIES OPERATIONS CENTER ® A NAPLES, FLORIDA ' 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility ofthe total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify Architect about anticipated problems when using the materials specified over substrates primed by others. 3.2 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface- applied - protection before surface preparation and painting. 1. After completing painting operations in each space or area, reinstall items removed - using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances _. that could impair bond of the various coatings. Remove oil and grease before cleaning. 1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare concrete, concrete unit masonry, cement plaster, and mineral- fiber - reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast- cleaning methods if recommended by paint manufacturer. PAINTING 09912-9 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces if moisture content exceeds that permitted in manufacturer's written instructions. C. Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other etching cleaner. Flush the floor with clean water to remove acid, neutralize with ammonia, rinse, allow to dry, and vacuum before painting. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and back sides of wood, including cabinets, counters, cases, and paneling. C. If transparent finish is required, backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on back side. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. 4. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC's recommendations. a. Touch up bare areas and shop - applied prime coats that have been damaged. Wire -brush, clean with solvents recommended by paint manufacturer, and touch up with same primer as the shop coat. 5. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum -based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. D. Material Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. PAINTING 09912-10 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, - remove surface film and strain material before using. 3. Use only thinners approved by paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of same material are applied. Tint undercoats to match the color ofthe finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.3 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the paint schedules. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built -in fixtures, grilles, convector covers, covers for finned -tube radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection. 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through registers or grilles. B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. PAINTING 09912-11 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 1. The number of coats and film thickness required are the same regardless of application method. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions, sand between applications. 2. Omit primer over metal surfaces that have been shop primed and touchup painted. 3. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure that edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 4. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure, and until application of another coat of paint does not cause undercoat to lift or lose adhesion. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. 1. Brushes: Use brushes best suited for type of material applied. Use brush of appropriate size for surface or item being painted. 2. Rollers: Use rollers of carpet, velvet -back, or high -pile sheep's wool as recommended by manufacturer for material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by manufacturer for material and texture required. D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire system as recommended by manufacturer. E. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items exposed in equipment rooms and occupied spaces. F. Mechanical items to be painted include, but are not limited to, the following: 1. Uninsulated metal piping. 2. Uninsulated plastic piping. 3. Pipe hangers and supports. PAINTING 09912-12 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 4. Tanks that do not have factory - applied final finishes. 5. Visible portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets. 6. Duct, equipment, and pipe insulation having "all- service jacket" or other paintable jacket material. 7. Mechanical equipment that is indicated to have a factory - primed finish for field painting. G. Electrical items to be painted include, but are not limited to, the following: 1. Exposed conduits and junction boxes. 2. Electrical equipment that is indicated to have a factory -primed finish for field painting. H. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. I. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn - through or other defects due to insufficient sealing. J. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. K. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling, such as laps, irregularity in texture, skid marks, or other surface imperfections. L. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with requirements. PAINTING 09912-13 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.4 CLEANING 10AG A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. 1. After completing painting, clean glass and paint- spattered surfaces. Remove spattered paint by washing and scraping without scratching or damaging adjacent finished surfaces. 3.5 PROTECTION A. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. 1. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA Pl. 3.6 EXTERIOR PAINT SCHEDULE A. Concrete, Stucco, and Masonry: Provide the following finish systems over exterior concrete and stucco substrates: 1. Semigloss Acrylic - Enamel Finish: Two finish coats over a primer. a. Primer: Exterior concrete and masonry primer. b. Finish Coats: Exterior semigloss acrylic enamel. B. Ferrous Metal: Provide the following finish systems over exterior ferrous metal unless noted otherwise. Primer is not required on shop - primed items. 1. Semigloss Acrylic - Enamel Finish: Two finish coats over a rust- inhibitive primer. a. Primer: Exterior ferrous -metal primer. b. Finish Coats: Exterior semigloss acrylic enamel. PAINTING 09912-14 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA Q A " M!s C. Zinc - Coated Metal: Provide the following finish systems over exterior zinc - coated metal surfaces: 1. Semigloss Acrylic - Enamel Finish: Two finish coats over a galvanized metal primer. a. Primer: Exterior galvanized metal primer. b. Finish Coats: Exterior semigloss acrylic enamel. D. Aluminum: Provide the following finish systems over bare exterior aluminum surfaces: 1. Semigloss Acrylic - Enamel Finish: One finish coat over a primer. a. Primer: Exterior aluminum primer under acrylic finishes. b: Finish Coats: Exterior semigloss acrylic enamel. 3.7 INTERIOR PAINT SCHEDULE A. Concrete and Stucco: Provide the following paint systems over interior concrete and brick masonry substrates: 1. Semigloss Acrylic - Enamel Finish: Two finish coats over a primer. a. Primer: Interior concrete and masonry primer. b. Finish Coats: Interior semigloss acrylic enamel. B. Concrete Unit Masonry: Provide the following finish systems over interior concrete masonry: 1. Semigloss Acrylic - Enamel Finish: One finish coat over a block filler. a. Block Filler: Concrete unit masonry block filler. b. Finish Coats: Interior semigloss acrylic enamel. C. Gypsum Board: Provide the following finish systems over interior gypsum board surfaces: 1. Semigloss Acrylic - Enamel Finish: Two finish coats over a primer. a. Primer: Interior gypsum board pruner. b. Finish Coats: Interior semigloss acrylic enamel. PAINTING 09912-15 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 NAPLES, FLORIDA D. Ferrous Metal: Provide the following finish systems over ferrous metal: 1. Semigloss Acrylic - Enamel Finish: One finish coat over a primer. a. Primer: Interior ferrous -metal primer. b. Finish Coats: Interior semigloss acrylic enamel. E. Zinc- Coated Metal: Provide the following finish systems over interior zinc - coated metal surfaces: 1. Semigloss Acrylic - Enamel Finish: Two finish coats over a primer. a. Primer: Interior zinc- coated metal primer. b. Finish Coats: Interior semigloss acrylic enamel. END OF SECTION 09912 VICTOR J. LATAVISH, ARCHITECT P.A. Naples, Florida PAINTING 09912-16 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 10155 - TOILET COMPARTMENTS PART 1- GENERAL 1.1 RELATED DOCUMENTS 10A °r VWA A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes toilet compartments and screens as follows: 1. Type: Solid polymer plastic. 2. Compartment Style: Floor anchored and overhead braced. - 1.3 SUBMITTALS A. Product Data: For each type and style of toilet compartment and screen specified. Include details of construction relative to materials, fabrication, and installation. Include details of anchors, hardware, and fastenings. B. Shop Drawings: For fabrication and installation of toilet compartment and screen assemblies. Include plans, elevations, sections, details, and attachments to other work. C. Samples for Initial Selection: Manufacturer's color charts consisting of sections of actual units showing the full range of colors, textures, and patterns available for each type of compartment or screen indicated. 1.4 PROJECT CONDITIONS A. Field Measurements: Verify dimensions in areas of installation by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. TOILET COMPARTMENTS 10155-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER 0 It NAPLES, FLORIDA PART 2- PRODUCTS 2.1 MATERIALS A. General: Provide materials that have been selected for surface flatness and smoothness. Exposed surfaces that exhibit pitting, seam marks, roller marks, stains, discoloration, telegraphing of core material, or other imperfections on finished units are unacceptable. B. Provide compartments with the following attributes: 1. Materials: Solid polymer resin plastic 2. Color and Pattern: Two colors and pattern in each room as selected by Architect from manufacturer's full range of colors and patterns, including standard and upgrade colors. 3. Mounting: Floor mounted 4. Bracing: Overhead braced 5. Manufacturers: Subject to compliance with the specifications, approved manufacturers are limited to the following: a. Capitol Partitions b. Comtec Industries c. Rockville Partitions d. Hadrian e. Santana C. Compartments shall be fabricated from solid plastic sheets with manufacturers standard radius or beveled edges. Provide thickness as follows: 1. Doors, Panels, and Screens: 1 inch minimum 2. Pilasters: 1 inch minimum D. Pilaster Shoes and Sleeves (Caps): ASTM A 666, Type 302 or 304 stainless steel, not less than 0.0312 inch thick and 3 inches high, finished to match hardware. E. Full- Height (Continuous) Brackets: Manufacturer's standard design for attaching panels and screens to walls and pilasters of the following material: TOILET COMPARTMENTS 10155-2 - COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 1. Material: Clear- anodized aluminum. F. Hardware and Accessories: Manufacturer's standard design, heavy -duty operating hardware and accessories of the following material: 1. Material: Chrome - plated, nonferrous, cast zinc alloy (zamac) or clear- anodized aluminum. G. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel or chrome plated steel or brass, finished to match hardware. For concealed anchors, use hot -dip galvanized or other rust- resistant, protective- coated steel. 2.2 FABRICATION A. General: Provide standard doors, panels, screens, and pilasters fabricated for compartment system. Provide units with cutouts and drilled holes to receive compartment- mounted hardware, accessories, and grab bars, as indicated. B. Plastic - Laminate Compartments and Screens: Pressure laminate facing sheets to core material without splices or joints in facings or cores. Apply laminate to edges before broad surfaces to seal edges and prevent laminate from being pried loose. Seal exposed core material at cutouts to protect core from moisture. C. Floor- Anchored Compartments: Provide manufacturer's standard corrosion - resistant anchoring assemblies complete with threaded rods, lock washers, and leveling adjustment nuts at pilasters for structural connection to floor. Provide shoes at pilasters to conceal anchorage. D. Doors: Unless otherwise indicated, provide 30 -inch wide in- swinging doors for standard toilet compartments and 36- inch - wide out - swinging doors with a minimum 36- inch - wide clear opening for compartments indicated to be handicapped accessible. 1. Hinges: Heavy duty self - closing hinges that can be adjusted to hold door open at any angle up to 90 degrees. 2. Latch and Keeper: Latch unit designed for emergency access and with combination rubber -faced door strike and keeper. Provide units that comply with accessibility requirements of authorities having jurisdiction at compartments indicated to be handicapped accessible. 3. Coat Hook: ADA compliant combination hook and rubber- tipped bumper, sized to prevent door from hitting compartment - mounted accessories. TOILET COMPARTMENTS 10155-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 0 4. Door Bumper: Manufacturer's standard ADA compliant rubber- tipped bumpers at out - swinging doors or entrance screen doors. 5. Door Pull: Manufacturer's standard unit that complies with accessibility requirements of authorities having jurisdiction at out - swinging doors. Provide units on both sides of doors at compartments indicated to be handicapped accessible. PART 3- EXECUTION 3.1 INSTALLATION A. General: Comply with manufacturer's written installation instructions. Install units rigid, straight, plumb, and level. Provide clearances ofnot more than 1/2 inch between pilasters and panels and not more than ' /Z inch between panels and walls. Secure units in position with manufacturer's recommended anchoring devices. 1. Secure panels to walls and panels with continuous angle brackets. B. Floor - Anchored Compartments: Set pilaster units with anchors penetrating not less than 1 inch into structural floor, unless otherwise indicated in manufacturer's written instructions. Level, plumb, and tighten pilasters. Hang doors and adjust so tops of doors are level with tops of pilasters when doors are in closed position. 3.2 ADJUSTING AND CLEANING A. Hardware Adjustment: Adjust and lubricate hardware according to manufacturer's written instructions for proper operation. Set hinges on in- swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out - swinging doors and swing doors in entrance screens to return to fully closed position. B. Provide fmal protection and maintain conditions that ensure toilet compartments and screens are without damage or deterioration at the time of Substantial Completion. END OF SECTION 10155 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida TOILET COMPARTMENTS 10155-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 10425 - SIGNS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Panel signs. 2. Dimensional characters (letters and numbers) 3. Cast -metal plaques. 4. Signage accessories. ` 1.3 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of sign. B. Shop Drawings: Include plans, elevations, and large -scale sections of typical members and other components. Show mounting methods, grounds, mounting heights, layout, spacing, reinforcement, accessories, and installation details. 1. Provide message list for each sign, including large -scale details of wording, lettering, and braille layout. C. Samples for Initial Selection: For each type of sign material indicated that involves color selection. D. Maintenance Data: For signage cleaning and maintenance requirements to include in maintenance manuals. SIGNS 10425-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10ANAPLES, FLORIDA 1.4 QUALITY ASSURANCE A. Installer Qualifications: An authorized representative of signage manufacturer for installation and maintenance of units required for this Project B. Source Limitations: Obtain each sign type through one source from a single manufacturer. C. Regulatory Requirements: Comply with the Americans with Disabilities Act (ADA) and with code provisions as adopted by authorities having jurisdiction. 1. Interior Code Signage: Provide signage as required by accessibility regulations and requirements of authorities having jurisdiction. These include, but are not limited to, the following: a. Room Capacity: Text to be determined by local Fire Code Official b. Signs for Accessible Spaces: Included international symbols on all restroom door signs 1.5 PROJECT CONDITIONS A. Field Measurements: Where sizes of signs are determined by dimensions of surfaces on which they are installed, verify dimensions by field measurement before fabrication and indicate measurements on Shop Drawings. 1.6 COORDINATION A. For signs supported by or anchored to permanent construction, advise installers of anchorage devices about specific requirements for placement of anchorage devices and similar items to be used for attaching signs. 1. For signs supported by or anchored to permanent construction, furnish templates for installation of anchorage devices. PART2- PRODUCTS 2.1 Gl MANUFACTURERS In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection: SIGNS 10425-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA - 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the manufacturers specified. 2.2 PANEL SIGNS A. General: Provide panel signs that comply with requirements indicated for materials, thicknesses, finishes, colors, designs, shapes, sizes, and details of construction. 1. Produce smooth panel sign surfaces constructed to remain flat under installed conditions within tolerance of plus or minus 1/16 inch measured diagonally. B. Available Manufacturers: 1. Allenite Signs; Allen Marking Products, Inc. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. C. Ca: American Graphics Inc. Andco Industries Corp. APCO Graphics, Inc. ASI Sign Systems, Inc. Best Manufacturing Co. Grimco, Inc. Innerface Sign Systems, Inc. Kaltech Industries Group, Inc. Mills Manufacturing, Inc. Mohawk Sign Systems. Seton Identification Products. Signature Signs, Inc. Supersine Company (The). :t-Acrylic Sheet: Manufacturer's standard and as follows: i . Color: As selected by Architect from manufacturer's full range D. Plastic Laminate: Provide high- pressure laminate engraving stock with face and core plies as selected by Architect from manufacturer's full range E. Aluminum Sheet and Plate: ASTM B 209 (ASTM B 209M), alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with not less than the strength and durability properties of 5005 -H15. F. Frames: none G. Laminated Panels: Permanently laminate face panels to backing sheets of material; use manufacturer's standard process. SIGNS 10425-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA H. Graphic Content and Style: Provide sign copy that complies with requirements indicated in the Sign Schedule for size, style, spacing, content, mounting height and location, material, finishes, and colors of signage. I. Tactile and Braille Copy: Manufacturer's standard process for producing copy complying with ADA Accessibility Guidelines and ICC /ANSI A117.1. Text shall be accompanied by Grade 2 braille. Produce precisely formed characters with square cut edges free from burrs and cut marks. 1. Panel Material: Opaque acrylic sheet or Clear acrylic sheet with opaque color coating, subsurface applied 2. Raised -Copy Thickness: Not less than 1/32 inch J. Engraved Copy: Where scheduled for signage located in Equipment Rooms, provide machine engrave letters, numbers, symbols, and other graphic devices into panel sign on face indicated to produce precisely formed copy, incised to uniform depth. 1. Engraved Plastic Laminate: Engrave through exposed face ply of plastic - laminate sheet to expose contrasting core ply. K. Subsurface Copy: Apply minimum 4 -mil- thick vinyl copy to back face of clear acrylic sheet forming panel face to produce precisely formed opaque image. Image shall be free from rough edges. L. Colored Coatings for Acrylic Sheet: Provide colored coatings, including inks and paints, that are recommended by acrylic manufacturers for optimum adherence to acrylic surface and are nonfading for application intended. 2.3 DIMENSIONAL CHARACTERS A. Available Manufacturers: 1. American Graphics Inc. 2. A.R.K. Ramos. 3. ASI Sign Systems, Inc. 4. Charleston Industries, Inc. 5. Gemini Incorporated. 6. Grimco, Inc. 7. Innerface Sign Systems, Inc. 8. Kaltech Industries Group, Inc. 9. Metal Arts; Div. of L &H Mfg. 10. Mills Manufacturing, Inc. SIGNS 10425-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 11. Mohawk Sign Systems. 12. Signature Sign Signs, Inc. - B. Cutout Characters: Cut characters from solid plate of thickness and metal indicated. Produce precisely cut characters with square cut, smooth, eased edges. Comply with requirements indicated for finish, style, and size. 1. Material: Aluminum 2. Finish: Powder coat 3. Color: as selected by Architect 2.4 CAST -METAL PLAQUES A. General: Provide castings free from pits, scale, sand holes, and other defects. Comply with requirements specified for metal, border style, background texture, and finish and in required thickness, size, shape, and copy. B. Available Manufacturers: 1. A.R.K. Ramos. 2. American Graphics Inc. 3. Gemini Incorporated. 4. Matthews International Corporation; Bronze Division. 5. Metal Arts; Div. of L &H Mfg. 6. Mills Manufacturing, Inc. 7. Southwell Co. (The). 8. York Bronze/Bryan. C. Bronze Castings: ASTM B 584, alloy UNS No. C83600 (No. 1 manganese bronze). D. Border Style: Bevel E. Background Texture: Manufacturer's standard leatherette finish F. Mounting: Concealed studs for substrates encountered. G. Size: 24" wide x 36" high. H. Text and Logo: To be determined. SIGNS 10425-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.5 PANEL SIGN TYPES A. Room Signs: 1. Material: Cast - acrylic sheet 2. Perimeter: unframed 3. Copy: Subsurface 4. Character Style: Times New Roman or approved equal 5. Text: As indicated in the Sign Schedule B. Occupancy Signs: 1. Material: Cast- acrylic sheet 2. Perimeter: unframed 3. Copy: Subsurface 4. Character Style: Times New Roman or approved equal. 5. Text: Maximum occupancy shall not exceed # ## persons. C. Toilet Room Signs: 1. Material: Cast- acrylic sheet 2. Perimeter: unframed 3. Copy: Raised, with international symbol 4. Character Style: Times New Roman or approved equal. D. Wayfmding Signs: 1. Material: Cast- acrylic sheet 2. Perimeter: unframed 3. Copy: Raised 4. Character Style: Times New Roman or approved equal. E. Panel Sign Sizes: 1. Sign size: not less than 8" x 8" 2. Character size: 1" high letters 3. Increase frame size if needed to accommodate text and/or graphics scheduled. F. Symbols of Accessibility: Provide 6 -inch high symbol fabricated from opaque nonreflective vinyl film, 0.0035 -inch nominal thickness, with pressure- sensitive adhesive backing suitable for both exterior and interior applications. 2.6 ACCESSORIES SIGNS 10425-6 0 . 1VH COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA A. Mounting Methods: Use concealed fasteners and/or double -sided vinyl tape fabricated from materials that are not corrosive to sign material and mounting surface. B. Anchors and Inserts: Provide nonferrous -metal or hot -dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use toothed steel or lead expansion -bolt devices for drilled -in -place anchors. Furnish inserts, as required, to be set into concrete or masonry work. 2.7 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one -half of range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved Samples and are assembled or installed to minimize contrast. 2.8 ALUMINUM FINISHES A. Baked - Enamel Finish: Manufacturer's standard baked enamel complying with paint manufacturer's written instructions for cleaning, conversion coating, and painting. 1. Color: As selected by Architect from manufacturer's full range 2.9 COPPER -ALLOY FINISHES A. Cast - Bronze Plaque Finishes: Exposed surfaces free from porosity, burrs, and rough spots; with returns finished with fine -grain air blast. Raised Areas: Hand -tool and buff borders and raised copy to produce manufacturer's standard satin finish. 2. Background Finish: painted; color as selected by Architect. B. Clear Protective Coating: Coat exposed surfaces of copper alloys with manufacturer's standard clear organic coating specially designed for coating copper -alloy products. SIGNS 10425-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PART 3 - EXECUTION 3.1 EXAMINATION JOA '" A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. B. Verify that items including anchor inserts provided under other sections of Work are sized and located to accommodate signs. C. Examine supporting members to ensure that surfaces are at elevations indicated or required to comply with authorities having jurisdiction and are free from dirt and other deleterious matter. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Locate signs and accessories where indicated, using mounting methods of types described and in compliance with manufacturer's written instructions. 1. Install signs level, plumb, and at heights indicated, with sign surfaces free from distortion and other defects in appearance. 2. Interior Wall Signs: Install signs on walls adjacent to latch side of door where applicable. Where not indicated or possible, such as double doors, install signs on nearest adjacent walls. Locate to allow approach within 3 inches of sign without encountering protruding objects or standing within swing of door. B. Wall- Mounted Panel Signs: Attach panel signs to wall surfaces using applicable methods indicated below: 1. Vinyl -Tape Mounting: Use double -sided foam tape to mount signs to smooth, nonporous surfaces. Do not use this method for rough surfaces. 2. Silicone - Adhesive Mounting: Use liquid- silicone adhesive recommended in writing by sign manufacturer to attach signs to irregular, porous, or vinyl - covered surfaces. Use double -sided vinyl tape where recommended in writing by sign manufacturer to hold sign in place until adhesive has fully cured. SIGNS 10425-8 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 3. Mechanical Fasteners: Use nonremovable mechanical fasteners placed through predrilled holes. Attach signs with fasteners and anchors suitable for secure attachment to substrate as recommended in writing by sign manufacturer. C. Attach brackets and fittings securely to walls and ceilings with concealed fasteners and anchoring devices to comply with manufacturer's written instructions. D. Dimensional Characters: Mount characters using standard fastening methods recommended in writing by manufacturer for character form, type of mounting, wall construction, and condition of exposure indicated. Provide heavy paper template to establish character spacing and to locate holes for fasteners. 1. Flush Mounting: Mount characters with backs in contact with wall surface E. Cast -Metal Plaques: Mount plaques using standard fastening methods recommended in writing by manufacturer for type of wall surface indicated. 1. Concealed Mounting: Mount plaques by inserting threaded studs into tapped lugs on back of plaque. Set in predrilled holes filled with quick - setting cement. 3.3 CLEANING AND PROTECTION A. After installation, clean soiled sign surfaces according to manufacturer's written instructions. Protect signs from damage until acceptance by Owner. 3.4 SIGN SCHEDULE (Refer to drawings for schedule). END OF SECTION 10425 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida SIGNS 10425-9 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A ., NAPLES, FLORIDA SECTION 10505 - METAL LOCKERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes athletic lockers and accessories 1.3 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of locker and bench. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other Work. 1. Show locker fillers, trim, base, sloping tops, and accessories. Include locker - numbering sequence. C. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available for units with factory- applied color finishes. D. Maintenance Data; For adjusting, repairing, and replacing locker doors and latching mechanisms to include in maintenance manuals specified in Division 1. _._ 1.4 DELIVERY, STORAGE, AND HANDLING A. Do not deliver lockers until spaces to receive them are clean, dry, and ready for locker installation. B. Protect lockers from damage during delivery, handling, storage, and installation. METAL LOCKERS 10505-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PART 2 - PRODUCTS 2.1 MANUFACTURERS 2.2 2.3 10A A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. American Locker Security Systems, Inc. 2. Art Metal Products; Div. of Fort Knox Storage Co. 3. DeBourgh Manufacturing Co. 4. General Storage Systems; Div. of North American Steel. 5. Hadrian Manufacturing, Inc. 6. Interior/Medart. 7. List Industries, Inc. 8. Lyon Metal Products, Inc. 9. Penco Products, Inc.; Subsidiary of Vesper Corporation. 10. Republic Storage Systems Co., Inc. 11. Secura Coin Locker; Div. of Industrial Metal Specialties, Inc. 12. Steiner Company, Inc. 13. Tennsco Corporation. 14. Tiffin Metal Products. MATERIALS A. Galvanized Steel Sheet: ASTM A 653 /A, commercial quality, G60) coating designation; mill phosphatized; suitable for exposed applications, and stretcher leveled or roller leveled to stretcher- leveled flatness. B. Electrolytic Zinc - Coated Steel Sheet: ASTM A 591/A, commercial quality, coating Class C; mill phosphatized; suitable for exposed applications; and stretcher leveled or roller leveled to stretcher- leveled flatness. C. A. Fasteners: Zinc- or nickel- plated steel, slotless -type exposed bolt heads, and self - locking nuts or lock washers for nuts on moving parts. ATHLETIC LOCKERS Body: Form tops and bottoms from minimum 0.0598- inch - thick steel sheet. 1. Solid Backs: Form from minimum 0.0478 - inch - thick, solid steel sheet; flanged for double thickness at back vertical corners. METAL LOCKERS 10505-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Frames: Form welded frames from minimum 0.0598- inch - thick, steel sheet channels or minimum 0.1046- inch - thick steel angles. 1. Latch Hooks: Form from minimum 0.1046 - inch - thick steel; welded or riveted to door frames. 2. Cross Frames: Form intermediate channel cross frames between tiers from minimum 0.0598 -inch- thick steel sheet. Weld to vertical frame members. C. Perforated Steel Doors: Form doors from one -piece perforated steel sheet with flanged edges, complying with the following: 1. Sheet Thickness: 0.0598 inch minimum. 2. Perforations: Provide manufacturer's standard perforations, as follows: a. Perforation Shape: Rectangular. D. Hinges: Heavy -duty, minimum 0.0500- inch - thick steel, full loop, five or seven knuckle; -- tight pin; minimum 2 inches high. Weld to inside of door frame and attach to door with at least two factory- installed fasteners that are completely concealed and tamper resistant when door is closed. E. Projecting Handle and Latch: Manufacturer's standard latch, with provisions for padlock. 2.4 LOCKER ACCESSORIES A. Number Plates: Manufacturer's standard etched, embossed, or stamped, aluminum number plates with numerals at least 3/8 inch high. Number lockers in sequence indicated. Attach plates to each locker door, near top, centered, with at least two aluminum rivets. B. Continuously Sloping Tops: Manufacturer's standard, fabricated from minimum 0.0359 - inch- thick steel sheet, for installation over lockers with separate flat tops. Fabricate tops in lengths as long as practicable, without visible fasteners at splice locations, finished to match lockers. Provide fasteners, filler plates, supports, and closures, as follows: 1. Closures: Vertical -end type. 2. Sloped top corner fillers, mitered. C. Filler Panels: Manufacturer's standard; fabricated from minimum 0.0478- inch - thick steel - sheet in an unequal leg angle shape, and finished to match lockers. Provide slip joint filler angle formed to receive filler panel. METAL LOCKERS 10505-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA �„ Q D. Boxed End and Corner Panels: Manufacturer's standard; fabricated from minimum 0.0598 - inch- thick steel sheet, with l- inch - wide edge dimension, finished to match lockers, and designed for concealing exposed ends and corners of nonrecessed lockers. 2.5 FABRICATION A. Unit Principle: Fabricate each locker with an individual door and frame, individual top, bottom, back, and shelves, and common intermediate uprights separating compartments. B. All - Welded Construction: Preassemble lockers by welding all joints, seams, and connections, with no bolts, screws, or rivets used in assembly. Grind exposed welds flush. C. Fabricate lockers square, rigid, and without warp, with metal faces flat and free of dents or distortion. Make exposed metal edges free of sharp edges and burrs, and safe to touch. Weld frame members ogethr to forma rigid; one - piece- assembl . 2.6 FINISHES, GENERAL A. Finish all steel surfaces and accessories, except prefinished stainless -steel and chrome - plated surfaces. B. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. C. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. 2.7 GALVANIZED STEEL SHEET FINISHES A. Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and other contaminants. After cleaning, apply a conversion coating suited to the organic coating to be applied over it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified below to comply with ASTM A 780. 1. Galvanizing Repair Paint: High - zinc - dust - content paint for regalvanizing welds in steel, complying with SSPC -Paint 20. B. Powder - Coated Finish, Base bid: Immediately after cleaning and pretreating, electrostatically apply manufacturer's standard baked - polymer finish consisting of a thermosetting powder topcoat. Comply with paint manufacturer's written instructions for applying and baking to achieve a minimum dry fihn thickness of 2 mils. METAL LOCKERS 10505-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1. Color and Gloss: As selected by Architect from manufacturer's full range. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine concrete bases for suitable conditions where metal lockers are to be installed. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install metal lockers and accessories level, plumb, rigid, and flush according to manufacturer's written instructions. B. Connect groups of all - welded lockers together with standard fasteners, with no exposed fasteners on face frames. C. Anchor lockers to floors and wails at intervals recommended by manufacturer, but not more than 36 inches o.c. Install anchors through backup reinforcing plates where necessary to avoid metal distortion, using concealed fasteners. D. Fit exposed connections of trim, fillers, and closures accurately together to form tight, hairline joints, with concealed fasteners and splice plates. 1. Attach recess trim to recessed lockers with concealed clips. 2. Attach sloping top units to lockers, with closures at exposed ends. E. Attach boxed end panels with concealed fasteners to conceal exposed ends of nonrecessed lockers. F. Attach finished end panels with fasteners only at perimeter to conceal exposed ends of nonrecessed lockers. 3.3 ADJUSTING, CLEANING, AND PROTECTION A. Adjust doors and latches to operate easily without binding. Verify that integral locking - devices operate properly. METAL LOCKERS 10505-5 .4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Clean interior and exposed exterior surfaces and polish stainless -steel and nonferrous -metal surfaces. END OF SECTION 10505 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida METAL LOCKERS 10505-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 0 At SECTION 10520 - FIRE - PROTECTION SPECIALTIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Portable fire extinguishers. 2. Fire - protection cabinets for portable fire extinguishers. 1.3 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for fire- protection specialties. 1. Fire Extinguishers: Include rating and classification. 2. Cabinets: Include roughing -in dimensions, details showing mounting methods, relationships of box and trim to surrounding construction, door hardware, cabinet type, trim style, and panel style. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain fire extinguishers and cabinets through one source from a single manufacturer. B. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, "Standard for Portable Fire Extinguishers." C. Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing agency acceptable to authorities having jurisdiction. 1. Provide extinguishers listed and labeled by FM. 1.5 COORDINATION A. Coordinate size of cabinets to ensure that type and capacity of fire extinguishers indicated and provided by Owner under separate Contract are accommodated. FIRE- PROTECTION SPECIALTIES 10520-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PART 2 - PRODUCTS 2.1 MANUFACTURERS 2.2 2.3 A. Manufacturers: Subj ect to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Portable Fire Extinguishers and cabinets: a. Amerex Corporation. b. Badger; Div. of Figgie Fire Protection Systems. C. Buckeye Fire Equipment Company. d. Fire -End & Croker Corporation. e. General Fire Extinguisher Corporation. f. J.L. Industries, Inc. g. Kidde: Walter Kidde, The Fire Extinguisher Co. h. Larsen's Manufacturing Company. i. Modern Metal Products; Div. of Technico. j. Moon/American, Inc. k. Pem All; Div. of Pem Systems, Inc. 1. Potter - Roemer; Div. of Smith Industries, Inc. M. Samson Products, Inc. n. Watrous; Div. of American Specialties, Inc. PORTABLE FIRE EXTINGUISHERS A. General: Provide fire extinguishers of type, size, and capacity for each cabinet and other locations indicated. B. Multipurpose Dry - Chemical Type: UL -rated 2- A:10:B:C, 5 -lb nominal capacity, in enameled -steel container. FIRE- PROTECTION CABINETS A. Cabinet Construction: Provide fully recessed and/or partially recessed units, with trim, frame, door, and hardware to suit cabinet type, trim style, and door style indicated. 1. Cabinet material shall be prefinished aluminum or steel. 2. All comers and edges shall be rounded 3. All joints shall be welded and ground smooth. 4. Provide J. L. Industries "Ambassador" Series, Model 1012F17, ADAC option, or approved equal. FIRE - PROTECTION SPECIALTIES 10520-2 �. COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA B. Door Glazing: Manufacturer's standard, as follows: 1. Tempered Float Glass: ASTM C 1048, Kind FT, Condition A, Type I, Quality q3, as follows: a. Class 1 (clear). C. Door Style: Manufacturer's standard ADA design with glazed panel with and metal frame. D. Door Hardware: Provide manufacturer's standard door - operating hardware of proper type for cabinet type, trim style, and door material and style indicated. Provide either lever handle with cam - action latch, or door pull and friction latch. Provide concealed or continuous -type hinge permitting door to open 180 degrees. 2.4 ACCESSORIES A. Door Locks: None. B. Identification: Provide lettering to comply with authorities having jurisdiction for letter style, color, size, spacing, and location. 1. Identify fire extinguisher in cabinet with the words "FIRE EXTINGUISHER" applied to inside of door glazing. a. Application Process: Vinyl letters. b. Lettering Color: White. C. Orientation: Vertical. 2.5 COLORS AND TEXTURES A. Color: White cabinet. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with manufacturer's written instructions for installing fire- protection specialties. B. Install in locations and at mounting heights indicated or, if not indicated, at heights acceptable to authorities having jurisdiction. 1. Prepare recesses for cabinets as required by type and size of cabinet and trim style. 2. Fasten mounting brackets to structure and cabinets, square and plumb. FIRE- PROTECTION SPECIALTIES 10520-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3. Fasten cabinets to structure, square and plumb. 3.2 ADJUSTING, CLEANING, AND PROTECTION A. Adjust cabinet doors that do not swing or operate freely. B. Refinish or replace cabinets and doors damaged during installation. JOA C. Provide final protection and maintain conditions that ensure that cabinets and doors are without damage or deterioration at the time of Substantial Completion. END OF SECTION 10520 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida FIRE - PROTECTION SPECIALTIES 10520-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 10801 - TOILET AND BATH ACCESSORIES PART 1 - GENERAL 1.1 A. RELATED DOCUMENTS 10A Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes toilet and bath accessories. 1.3 SUBMITTALS A. Product Data: Include construction details, material descriptions and thicknesses, dimensions, profiles, fastening and mounting methods, specified options, and finishes for -- each type of accessory specified. B. Setting Drawings: For cutouts required in other work; include templates, substrate preparation instructions, and directions for preparing cutouts and installing anchoring devices. C. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of each accessory required. Use designations indicated in the Toilet and Bath Accessory Schedule and room designations indicated on Drawings in product schedule. D. Maintenance Data: For accessories to include in maintenance manuals specified in Division 1. Provide lists of replacement parts and service recommendations. 1.4 QUALITY ASSURANCE A. Source Limitations: Provide products of same manufacturer for each type of accessory unit and for units specified, unless otherwise approved by Architect. B. Product Options: Accessory requirements, including those for materials, finishes, dimensions, capacities, and performance, are established by specific products indicated in -. the Toilet and Bath Accessory Schedule. 1. Products of other manufacturers with equal characteristics, as determined solely by Architect, may be provided. TOILET AND BATH ACCESSORIES 10801-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2. Other manufacturers' products with equal characteristics may be considered. See Division 1 Section "Substitutions." Where modifications are proposed, submit comprehensive explanatory data to Architect for review. 1.5 COORDINATION A. Coordinate accessory locations with other work to prevent interference with clearances required for access by disabled persons, proper installation, adjustment, operation, cleaning, and servicing of accessories. 1.6 WARRANTY A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Manufacturer's Mirror Warranty: Written warranty, executed by mirror manufacturer agreeing to replace mirrors that develop visible silver spoilage defects within minimum warranty period indicated. 1. Minimum Warranty Period: 15 years from date of Substantial Completion. PART2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering accessories that may be incorporated into the Work include are limited to ASI., Bobrick Washroom Equipment, Inc. and Bradley Corporation. 2.2 MATERIALS A. Stainless Steel: ASTM A 666, Type 304, with No. 4 finish (satin), in 0.0312 -inch minimum nominal thickness, unless otherwise indicated. B. Galvanized Steel Sheet: ASTM A 653/A, G60. C. Chromium Plating: ASTM B 456, Service Condition Number SC 2 (moderate service), nickel plus chromium electrodeposited on base metal. D. Baked - Enamel Finish: Factory- applied, gloss - white, baked- acrylic - enamel coating. TOILET AND BATH ACCESSORIES 10801-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA J() N PART 3 - EXECUTION 3.1 INSTALLATION A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. B. Secure mirrors to walls in concealed, tamper - resistant manner with special hangers, toggle bolts, or screws. Set units level, plumb, and square at locations indicated, according to manufacturer's written instructions for substrate indicated. C. Install grab bars to withstand a downward load of at least 250 lbf, when tested according to method in ASTM F 446. 3.2 ADJUSTING AND CLEANING A. Adjust accessories for unencumbered, smooth operation and verify that mechanisms function properly. Replace damaged or defective items. B. Remove temporary labels and protective coatings. C. Clean and polish exposed surfaces according to manufacturer's written recommendations. 3.3 TOILET AND BATH ACCESSORY SCHEDULE A. Schedule is indicated on the drawings. END OF SECTION 10801 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida TOILET AND BATH ACCESSORIES 10801-4 .4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 NAPLES, FLORIDA 2.6 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. 2.7 ALUMINIUM FINISHES A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. B. Class H, Clear Anodic Finish: AA- M12C22A31 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class H, clear coating 0.010 mm or thicker) complying with A.AMA 611. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine floor conditions for compliance with requirements for location, sizes, minimum recess depth, and other conditions affecting installation of floor mats and frames. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install recessed mat frames to comply with manufacturer's written instructions. Set mat tops at height recommended by manufacturer for most effective cleaning action; coordinate top of mat surfaces with bottom of doors that swing across mats to provide clearance between door and mat. 1. Install necessary shims, spacers, and anchorages for proper location and secure attachment of frames. 2. Install grout and fill around frames and, if required to set mat tops at proper elevations, in recesses under mats. Finish grout and fill smooth and level. FLOOR MATS AND FRAMES 12484-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.3 PROTECTION l0A A. After completing frame installation and concrete work, provide temporary filler of plywood or fiberboard in recesses and cover frames with plywood protective flooring. Maintain protection until construction traffic has ended and Project is near Substantial Completion. B. Defer installation of floor mats until Project is near Substantial Completion. END OF SECTION 12484 FLOOR MATS AND FRAMES 12484-5 COLLIER COUNT x UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 12491 - HORIZONTAL LOUVER BLINDS PART 1 - GENER.AL 10 `_ 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes Miniblinds with aluminum louver slats and accessories installed at each exterior window. 1.3 DEFINITIONS A. Miniblind: Venetian blind with nominal 1 -inch wide, louver slat. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. Include styles, material descriptions, construction details, dimensions-of individual components and profiles, features, finishes, and operating instructions. B. Samples for Initial Selection: For each colored component of each type of horizontal louver blind indicated. 1. Include similar Samples of accessories involving color selection. C. Window Treatment Schedule: Include horizontal louver blinds in schedule using same room designations indicated on Drawings. - 1.5 QUALITY ASSURANCE A. Source Limitations: Obtain horizontal louver blinds through one source from a single manufacturer. HORIZONTAL LOUVER BLINDS 12491-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver blinds in factory packages, marked with manufacturer and product name, and location of installation using same room designations indicated on Drawings and in a window treatment schedule. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not install horizontal louver blinds until construction and wet and dirty finish work in spaces, including painting, is complete and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. B. Field Measurements: Where horizontal louver blinds are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Allow clearances for operable glazed units' operation hardware throughout the entire operating range. Notify Architect of discrepancies. Coordinate fabrication schedule with construction progress to avoid delaying the Work. A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Horizontal Louver Blinds: Before installation begins, for each size, color, texture, pattern, and gloss indicated, full -size units equal to 5 percent of amount installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Horizontal Louver Blinds, Aluminum Louver Slats: HORIZONTAL LOUVER BLINDS 12491-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA a. Comfortex Window Fashions. b. Hunter Douglas Window Fashions. C. Levolor Contract; a Newell Company; Levolor. d. Springs Window Fashions Division, Inc.; Bali. e. Springs Window Fashions Division, Inc.; Graber. f. Verosol USA, Inc. PART 3 - EXECUTION 3.1 EXAMINATION 1oAF A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, operational clearances, and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 HORIZONTAL LOUVER BLIND INSTALLATION A. Install blinds level and plumb and aligned with adjacent units according to manufacturer's written instructions, and located so exterior louver edges in any position are not closer than 1 inch to interior face of glass. Install intermediate support as required to prevent deflection in headrail. Allow clearances between adjacent blinds and for operating glazed opening's operation hardware, if any. B. Flush Mounted: Install blinds with louver edges flush with finish face of opening if slats are tilted open. 3.3 ADJUSTING A. Adjust horizontal louver blinds to operate smoothly, easily, safely, and free from binding or malfunction throughout entire operational range. 3.4 CLEANING AND PROTECTION A. Clean blind surfaces after installation, according to manufacturer's written instructions. HORIZONTAL LOUVER BLINDS 12491-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that horizontal louver blinds are without damage or deterioration at time of Substantial Completion. C. Replace damaged blinds that cannot be repaired, in a manner approved by Architect, before time of Substantial Completion. END OF SECTION 12491 VICTOR J. LATAVISH ARCHITECT, P.A. Naples, Florida HORIZONTAL LOUVER BLINDS 12491-4 4 El COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 15010 - BASIC MECHANICAL REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10A " 004 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this and other sections of Division 15. 1.2 SUMMARY A. This Section includes the general administrative and procedural requirements for mechanical installations. The following administrative and procedural requirements are included in this Section to expand the requirements specified in Division 1. 1. Submittals 2. Quality Assurance 3. Record documents 4. Maintenance manuals 5. Rough -ins 6. Mechanical installations 7. Construction Drawings B. All work, materials and equipment supplied and installed under this Division shall comply with appropriate edition of the following codes as amended by the governing body: 1. Florida Building Code 2. The National Fire Codes, NFPA 3. National Electrical Code, NFPA 4. Florida Plumbing Code, including all appendices 5. Florida Mechanical Code 6. Local/codes and Regulations C. All work, materials and equipment supplied and installed under this Division shall be in compliance and agreement with requirements, whether or not specifically addressed by construction documents, with local inspector's, plans examiner's and the authority having jurisdiction's requirements. It is this contractor's responsibility to coordinate with the local authority having jurisdiction to determine exact requirements for workmanship, materials, equipment and installation required by the governing authority. BASIC MECHANICAL REQUIREMENTS 15010-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 A �. 1.3 SUBMITTALS A. No substitutions will be considered unless written request has been submitted to the Engineer of Record at least ten (10) days prior to the bid date. Submittal shall include the name of the material or equipment for which it is to be substituted, drawings, cuts, performance and test date and any other data or information necessary for the Engineer to determine that the equipment meets all specification and requirements. B. Substituted equipment or optional equipment must conform to space requirements. Any substituted equipment that cannot meet space requirements, whether approved or not, shall be replaced at the Contractor's expense. Any modification of related systems as a result of substitutions shall be made at the Contractor's expense. C. Any contractor proposed value engineering requiring supplemental engineering work in review, construction documents revisions or site visits to determine feasibility of proposed change shall be reimbursed to engineer at engineer's hourly rate including all applicable travel expenses, printing, reproduction and copying. 1.4 QUALITY ASSURANCE A. The contractor shall provide all supervision, labor, materials, equipment, machinery, and any and all other items necessary to complete and leave all systems in working condition. B. Any apparatus, appliance, material, or work not shown on the drawings but mentioned in the specifications or vice versa, or any incidental accessories necessary to make the work complete in all respects and ready for operation shall be furnished and installed by the Contractor without additional expense to the Owner. C. Check site and existing conditions thoroughly before bidding. Advise Engineer of Record of any discrepancies or questions. Where existing conditions are referred to in the construction documents, the contractor shall verify prior to bid that existing conditions remain as depicted in the construction drawings. D. Provide field superintendant who has had a minimum of four (4) years previous successful experience on projects of comparable sizes and complexity. Superintendant shall be present at all times that work under this Division is being installed or affected. A resume of the Superintendant's experience shall be submitted to Engineer or Architect upon request. At least one member of the Contracting Firm shall hold a State Master Certificate of Competency. BASIC MECHANICAL REQUIREMENTS 15010-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA E. Contractor shall install mechanical systems in compliance with Collier County Vertical Construction standards. Contractor shall provide as built drawings of final mechanical systems to owner as required by vertical standards. Where systems as designed or where determined to be modified by field inspection do not comply with vertical standards, contractor shall advise engineer of record and owner for approval prior to commencing. 1.5 MAINTENANCE MANUALS A. Prepare maintenance manuals in accordance with Division 1 Section "Project Closeout." In addition to the requirements specified in Division 1, include the following information for equipment items. 1. Description of function, normal operating characteristics and limitations, performance curves, engineering data and tests, and complete nomenclature and commercial numbers of replacement parts. 2. Manufacturer's printed operating procedures to include start-up, break -in, and routine and normal operating instructions; regulation, control, stopping, shutdown and emergency instructions. 3. Maintenance procedures for routine preventative maintenance and troubleshooting; disassembly, repair, and reassembly; aligning and adjusting instructions. . 4. Servicing instructions and lubrication charts and schedules. 1.6 _ MECHANICAL INSTALLATIONS A. General: Sequence, coordinate, and integrate the various elements of mechanical systems, materials, and equipment. Comply with the following requirements: 1. Coordinate mechanical systems, equipment, and material installation with other building components. 2. Verify all dimensions by field measurements. 3. Arrange for chases, slots, and openings in other building components and structure during progress of construction, to allow for mechanical installations. 4. Coordinate the installation of required supporting devices and sleeves to be set in poured in place concrete and other structural components, as they are constructed. 5. Sequence, coordinate, and integrate installations of mechanical materials and equipment for efficient flow of the Work. Give particular attention to large equipment requiring positioning prior to closing in the building. 6. Where mounting heights are not detailed or dimensioned, install systems, materials, and equipment to provide the maximum headroom possible. BASIC MECHANICAL REQUIREMENTS 15010-3 "rw" COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA �. O 7. Coordinate connection of mechanical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies. Provide required connection for each service. 8. Install systems, materials, and equipment to conform with approved submittal data, to greatest extent possible. Conform to arrangements indicated by the Contract Documents, recognizing that portions of the Work are shown only in diagrammatic form. Where coordination requirements conflict with individual system requirements, refer conflict to the Architect. 9. Install systems, materials, and equipment level and plumb, parallel and perpendicular to other equipment components where installed exposed in finished spaces. 10. Install mechanical equipment to facilitate servicing, maintenance, and repair or replacement of equipment components. As much as practical, connect equipment for ease of disconnecting, with minimum of interference with other installations. Extend grease fittings to an accessible location. 11. Install systems, materials, and equipment giving right -of -way priority to systems required to be installed at a specified slope as well as those systems and equipment with physically large sizes, i.e. main ductwork lines, water heaters, air handling units, variable air volume boxes and fan terminal units etc. 12. Prior to installation of any materials, coordinate with the work of other trades on site to prevent conflicts. Where conflicts occur, refer conflicts to architect for resolution. Where contractor installs material prior to gaining approval of architect or coordinating work with other trades, the contractor shall be required to move at no additional cost to owner piping to avoid conflicts. 13. Coordinate on site and reference architectural drawings for location of all fire dampers. Install fire dampers with adequate access for resetting fusible links. Install fire dampers at all code required duct penetrations of fire rated partitions whether specifically shown or not on plans. 1.7 CONSTRUCTION DRAWINGS A. The contract drawings indicate the extent and the general conditions of the work. If any departures from the contract drawings are deemed necessary by the Contractor, details for such departure and the reasons therefore shall be submitted to the Architect or Engineer of Record. B. The Engineer affirms that to the best of his knowledge at the time of design, the codes and ordinances listed constitute all legally adopted requirements governing the work described by these plans and specifications and: That to the best of his knowledge the work described herein has been designed in full compliance with these codes and ordinances and with interpretations historically rendered by the governing agency indicated and: BASIC MECHANICAL REQUIREMENTS 15010-4 0 11' COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA That it is the responsibility of said authority to fully review these plans and specifications for code compliance prior to permitting construction of this work in accordance with State statutes and: Mark A. Brant, P.E. does not accept any responsibility or liability for changes in the work required for compliance with codes and/or ordinances not listed or as a result of changes in interpretation rendered by said authority, either of which occurring after issuance of permit for construction of this work. C. The drawings are diagrammatic and indicate the general arrangements of fixtures, equipment and work included in the contract. Consult the architectural drawings and details for exact location of fixtures and equipment. D. The Contractor shall follow the drawings in laying out work and check the drawings of other trades to verify spaces in which work will be installed. Maintain head room and space conditions at all points. Where head room or space conditions appear inadequate, notify the Architect before proceeding with the installation. E. This Contractor shall lay out his work and be responsible for all lines, elevations, and measurements required for the installation of this work. F. All cutting and patching required for work under this section of these specifications shall be done by the affected sub - contractor. All vertical piping shall be fire sealed according to the penetration details on the construction documents; alternate methods acceptable to the authority having jurisdiction are acceptable. G. If directed by the Architect, the Contractor shall, without extra charge, make reasonable modifications in the layout as needed to prevent conflict with work of other trades or for proper execution of the work. H. This subcontractor is cautioned that the National Electrical Code (N.E.C.) has very stringent requirements for clearances above Electrical Switchboards and Panelboards. Article 4384 -4, 1" paragraph states: "an exclusively dedicated space extending 25 feet from floor or to the structural ceiling with a width and depth of the equipment. No piping, ducts, or equipment foreign to the electrical equipment ..... shall be permitted to be installed in, enter, or pass through such spaces ". Any transgression of this space by any sub - contractor shall be corrected at that contractor's expense. END OF SECTION 15010 BASIC MECHANICAL REQUIREMENTS 15010-5 1 COLLIER COUNTY UTILITIES OPERATION CENTER NAPLES, FLORIDA SECTION 15050 - BASIC MECHANICAL MATERIALS AND METHODS PART1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following basic mechanical materials and methods to complement other Division 15 Sections. 1. Concrete base construction requirements. 2. Escutcheons. 3. Mechanical sleeve seals. 4. Equipment nameplate data requirements. 5. Nonshrink grout for equipment installations. 6. Installation requirements common to equipment specification sections. 7. Mechanical demolition. 8. Cutting and patching. 9. Touchup painting and finishing. B. Pipe and pipe fitting materials are specified in Division 15 piping system Sections. 1.3 DEFINITIONS A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct shafts, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawl spaces, and tunnels. B. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms. C. Exposed, Exterior Installations: Exposed to view outdoors, or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations. D. Concealed, Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and in duct shafts. E. Concealed, Exterior Installations: Concealed from view and protected from weather conditions and physical contact by building occupants, but subject to outdoor ambient temperatures. Examples include installations within unheated shelters. BASIC MECHANICAL MATERIALS AND METHODS 15050-1 COLLIER COUNTY UTILITIES OPERATION CENTER 4j A NAPLES, ES FLORIDA 0 F. The following are industry abbreviations for plastic materials: 1. ABS: Acrylonitrile- butadiene - styrene plastic. 2. CPVC: Chlorinated polyvinyl chloride plastic. 3. NP: Nylon plastic. 4. PE: Polyethylene plastic. 5. PVC: Polyvinyl chloride plastic. G. The following are industry abbreviations for rubber materials: 1. CR: Chlorosulfonated polyethylene synthetic rubber. 2. EPDM: Ethylene propylene diene terpolymer rubber. 1.4 QUALITY ASSURANCE A. Equipment Selection: Equipment of higher electrical characteristics, physical dimensions, capacities, and ratings may be furnished provided such proposed equipment is approved in writing and connecting mechanical and electrical services, circuit breakers, conduit, motors, bases, and equipment spaces are increased. Additional costs shall be approved in advance by appropriate Contract Modification for these increases. If minimum energy ratings or efficiencies of equipment are specified, equipment must meet design and commissioning requirements. It is this contractor's responsibility to provide the electrical contractor with one set of approved submittals indicating actual electrical requirements for approved mechanical equipment, whether changed or the same as specified on construction drawings. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver pipes and tubes with factory- applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and prevent entrance of dirt, debris, and moisture. B. Protect stored pipes and tubes from moisture and dirt. Elevate above grade. Do not exceed structural capacity of floor, if stored inside. C. Protect flanges, fittings, and piping specialties from moisture and dirt. D. Store plastic pipes protected from direct sunlight. Support to prevent sagging and bending. 1.6 SEQUENCING AND SCHEDULING A. Coordinate mechanical equipment installation with other building components. BASIC MECHANICAL MATERIALS AND METHODS 15050-2 I COLLIER COUNTY UTILITIES OPERATION CENTER NAPLES, FLORIDA B. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction to allow for mechanical installations. C. Coordinate installation of required supporting devices and set sleeves in poured-in-place concrete and other structural components, as they are constructed. D. Sequence, coordinate, and integrate installations of mechanical materials and equipment for efficient flow of the Work. Coordinate installation of large equipment requiring positioning before closing in of building or building components. E. Coordinate connection of mechanical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies. F. Coordinate requirements for access panels and doors if mechanical items requiring access are concealed behind finished surfaces. _ G. Coordinate installation of identifying devices after completing covering and painting, if devices are applied to surfaces. Install identifying devices before installing acoustical ceilings and similar concealment. PART 2 - PRODUCTS 2.1 IDENTIFYING DEVICES AND LABELS A. Equipment Nameplates: Plastic nameplate with operational data engraved or stamped; permanently fastened to equipment. 1. Data: Manufacturer, product name, model number, serial number, capacity, operating and power characteristics, labels of tested compliances, and similar essential data. 2. Location: Accessible and visible location. 3. Consult with Collier County Senior HVAC technician for supplemental alpha- numerical identification for cross reference to energy management system. B. Plastic Duct Markers: Manufacturer's standard color - coded, laminated plastic. Comply with the following color code: 1. Green: HVAC supply and return air. 2. Blue: Exhaust, and outside air. 3. Nomenclature: Include the following: a. Direction of airflow. b. Duct size. BASIC MECHANICAL MATERIALS AND METHODS 15050-3 COLLIER COUNTY UTILITIES OPERATION CENTER NAPLES, FLORIDA 0 C. A/C, VAV or fan being served d. Design cubic feet per minute. 2.2 GROUT A. Nonshrink, Nonmetallic Grout: ASTM C 1107, Grade B. 1. Characteristics: Post - hardening, volume - adjusting, dry, hydraulic- cement grout, nonstaining, noncorrosive, nongaseous, and recommended for interior and exterior applications. 2. Design Mix: 5000 -psig, 28 -day compressive strength. 3. Packaging: Premixed and factory packaged. PART 3 - EXECUTION 3.1 PIPING SYSTEMS - COMMON REQUIREMENTS A. General: Install piping as described below, unless piping Sections specify otherwise. Individual Division 15 piping Sections specify unique piping installation requirements. B. General Locations and Arrangements: Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated, unless deviations to layout are approved on Coordination Drawings. C. Install piping at indicated slope. D. Install components with pressure rating equal to or greater than system operating pressure. E. Install piping in concealed interior and exterior locations, except in equipment rooms and service areas. F. Install piping free of sags and bends. G. Install exposed interior and exterior piping at right angles or parallel to building walls. Diagonal runs are prohibited, unless otherwise indicated. H. Install piping tight to slabs, beams, joists, columns, walls, and other building elements. Allow sufficient space above removable ceiling panels to allow for ceiling panel removal. I. Install piping to allow application of insulation plus 1 -inch clearance around insulation. BASIC MECHANICAL MATERIALS AND METHODS 15050-4 COLLIER COUNTY UTILITIES OPERATION CENTER 10A NAPLES, FLORIDA J. Locate groups of pipes parallel to each other, spaced to permit valve servicing. K. Install fittings for changes in direction and branch connections. L. Install couplings according to manufacturer's written instructions. M. Install pipe escutcheons for pipe penetrations of concrete and masonry walls, wall board partitions, and suspended ceilings according to the following: 1. Chrome - Plated Piping: Cast brass, one piece, with set screw, and polished chrome - plated finish. Use split - casting escutcheons if required, for existing piping. 2. Uninsulated Piping Wall Escutcheons: Cast brass or stamped steel, with set screw. 3. Uninsulated Piping Floor Plates in Utility Areas: Cast -iron floor plates. 4. Insulated Piping: Cast brass or stamped steel; with concealed hinge, spring clips, and chrome - plated finish. 5. Piping in Utility Areas: Cast brass or stamped steel, with set -screw or spring clips. N. Install sleeves for pipes passing through concrete and masonry walls, and concrete floor and roof slabs. O. Install sleeves for pipes passing through concrete and masonry walls, gypsum -board partitions, and concrete floor and roof slabs. 1. Cut sleeves to length for mounting flush with both surfaces. a. Exception: Extend sleeves installed in floors of mechanical equipment - areas or other wet areas 2 inches above finished floor level. Extend cast - iron sleeve fittings below floor slab as required to secure clamping ring if ring is specified. 2. Build sleeves into new walls and slabs as work progresses. 3. Except for underground wall penetrations, seal annular space between sleeve and pipe or pipe insulation, using elastomeric joint sealants. P. Aboveground, Exterior -Wall, Pipe Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Size sleeve for 1 -inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. 1. Install steel pipe for sleeves smaller than 6 inches in diameter. 2. Assemble and install mechanical sleeve seals according to manufacturer's written instructions. Tighten bolts that cause rubber sealing elements to expand and make watertight seal. BASIC MECHANICAL MATERIALS AND METHODS 15050-5 COLLIER COUNTY UTILITIES OPERATION CENTER NAPLES, FLORIDA 10A Q. Underground, Exterior -Wall, Pipe Penetrations: Install cast -iron "wall pipes" for sleeves. Seal pipe penetrations using mechanical sleeve seals. Size sleeve for 1 inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. 1. Assemble and install mechanical sleeve seals according to manufacturer's written instructions. Tighten bolts that cause rubber sealing elements to expand and make watertight seal. R. Fire - Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestopping materials as indicated on plans or an equal U.L. approved fire penetration system allowed by the authority having jurisdiction. S. Verify final equipment locations for roughing -in. T. Refer to equipment specifications in other Sections of these Specifications for roughing - in requirements. 3.2 EQUIPMENT INSTALLATION - COMMON REQUIREMENTS A. Install equipment to provide maximum possible headroom, if mounting heights are not indicated. B. Install equipment according to approved submittal data. Portions of the Work are shown only in diagrammatic form. Refer conflicts to Architect. C. Install equipment level and plumb, parallel and perpendicular to other building systems and components in exposed interior spaces, unless otherwise indicated. D. Install mechanical equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible locations. E. Install equipment giving right of way to piping installed at required slope, large ductwork mains and large mechanical equipment. 3.3 LABELING AND IDENTIFYING A. Equipment: Install engraved plastic- laminate sign or equipment marker on or near each major item of mechanical equipment. See identifying information provided above in this section for required information. BASIC MECHANICAL MATERIALS AND METHODS 15050-6 COLLIER COUNTY UTILITIES OPERATION CENTER NAPLES, FLORIDA l0A 1. Lettering Size: Minimum '/4 -inch high lettering for name of unit if viewing distance is less than 24 inches, '/z -inch high lettering for distances up to 72 inches, and proportionately larger lettering for greater distances. Provide secondary lettering two- thirds to three- fourths of size of principal lettering. 2. Text of Signs: Provide name of identified unit. Include text to distinguish between multiple units, inform user of operational requirements, indicate safety and emergency precautions, and warn of hazards and improper operations. B. Duct Systems: Identify air supply, return, exhaust, intake, and relief ducts with duct markers; or provide writing with duct markers directly on exterior of duct insulation, showing duct system service, direction of flow and equipment being served. I. Location: In each space, if ducts are exposed or concealed by removable ceiling system, locate signs near points where ducts enter into space and at maximum intervals of 50 feet. C. Grilles: Identify each supply and register with vinyl lettering attached directly to face of grille. Consult with Collier County Senior HVAC technician for number assignment to be included on Collier County master ventilation plan and for ease of reference with energy management system. Refer to Collier County Vertical Standards for more details. D. Adjusting: Relocate identifying devices as necessary for unobstructed view in finished construction. 3.4 CUTTING AND PATCHING A. Cut, channel, chase, and drill floors, walls, partitions, ceilings, and other surfaces necessary for mechanical installations. Perform cutting by skilled mechanics of trades involved. B. Repair cut surfaces to match adjacent surfaces. 3.5 GROUTING A. Install nonmetallic, nonshrink, grout for mechanical equipment base bearing surfaces, pump and other equipment base plates, and anchors. Mix grout according to manufacturer's written instructions. B. Clean surfaces that will come into contact with grout. C. Provide forms as required for placement of grout. D. Avoid air entrapment during placing of grout. BASIC MECHANICAL MATERIALS AND METHODS 15050-7 COLLIER COUNTY UTILITIES OPERATION CENTER O NAPLES, FLORIDA E. Place grout, completely filling equipment bases. F. Place grout on concrete bases to provide smooth bearing surface for equipment. G. Place grout around anchors. H. Cure placed grout according to manufacturer's written instructions. END OF SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS 15050-8 COLLIER COUNTY UTILITIES OPERATIONS CENTER i NAPLES, FLORIDA SECTION 15060 - HANGERS AND SUPPORTS PART 1 - GENERAL 10A 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes hangers and supports for mechanical system piping and equipment. 1.3 DEFINITIONS A. MSS: Manufacturers Standardization Society for the Valve and Fittings Industry. B. Terminology: As defined in MSS SP -90, "Guidelines on Terminology for Pipe Hangers and Supports." 1.4 SUBMITTALS A. Product Data: For each type of pipe hanger, channel support system component, and thermal -hanger shield insert indicated provide submittal information for engineer review. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Pipe Hangers: a. AAA Technology and Specialties Co., Inc. b. B -Line Systems, Inc. C. Carpenter & Patterson, Inc. d. Empire Tool & Manufacturing Co., Inc. e. Globe Pipe Hanger Products, Inc. HANGERS AND SUPPORTS 15060-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA f. Grinnell Corp. g. GS Metals Corp. h. Michigan Hanger Co., Inc. i. National Pipe Hanger Corp. j. PHD Manufacturing, Inc. k. PHS Industries, Inc. 1. Piping Technology & Products, Inc. 2, Channel Support Systems: a. B -Line Systems, Inc. b. Grinnell Corp.; Power -Strut Unit. C. GS Metals Corp. d. Michigan Hanger Co., Inc.; O -Strut Div. e. National Pipe Hanger Corp. f. Thomas & Betts Corp. g. Unistrut Corp. h. Wesanco, Inc. 3. Thermal -Hanger Shield Inserts: a. Carpenter & Patterson, Inc. b. Michigan Hanger Co., Inc. C. PHS Industries, Inc. d. Pipe Shields, Inc. e. Rilco Manufacturing Co., Inc. f. Value Engineered Products, Inc. 4. Powder - Actuated Fastener Systems: a. Gunnebo Fastening Corp. b. Hilti, Inc. C. ITW Ramset/Red Head. d. Masterset Fastening Systems, Inc. 2.2 MISCELLANEOUS MATERIALS 0 A. Powder - Actuated Drive -Pin Fasteners: Powder - actuated -type, drive -pin attachments with pull -out and shear capacities appropriate for supported loads and building materials where used. B. Mechanical- Anchor Fasteners: Insert-type attachments with pull -out and shear capacities appropriate for supported loads and building materials where used. C. Structural Steel: ASTM A 36/A 36M, steel plates, shapes, and bars, black and galvanized. HANGERS AND SUPPORTS 15060-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA F1� D. Grout: ASTM C 1107, Grade B, factory -mixed and - packaged, nonshrink and nonmetallic, dry, hydraulic - cement grout. 1. Characteristics: Post hardening and volume adjusting; recommended for both interior and exterior applications. 2. Properties: Nonstaining, noncorrosive, and nongaseous. 3. Design Mix: 5000 -psi, 28 -day compressive strength. PART 3 - EXECUTION 3.1 HANGER AND SUPPORT APPLICATIONS A. Horizontal- Piping Hangers and Supports: Unless otherwise indicated install the following types: 1. Adjustable Stainless Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or insulated stationary pipes, NPS %2 to NPS 30. 2. Yoke -Type Pipe Clamps (MSS Type 2): For suspension of 120 to 450 deg F pipes, NPS 4 to NPS 16, requiring up to 4 inches of insulation. 3. Carbon- or Alloy - Steel, Double -Bolt Pipe Clamps (MSS Type 3): For suspension of pipes, NPS 3/4 to NPS 24, requiring clamp flexibility and up to 4 inches of insulation. 4. Carbon or Alloy -Steel Pipe Clamps (MSS Type 4): For suspension of cold and hot pipes, NPS %2 to NPS 24, if little or no insulation is required. 5. Carbon or Alloy -Steel Pipe Hangers (MSS Type 5): For suspension of pipes, NPS %2 to NPS 4, to allow off - center closure for hanger installation before pipe erection. 6. Carbon or Alloy -Steel Adjustable Swivel Split- or Solid -Ring Hangers (MSS Type 6): For suspension of noninsulated stationary pipes, NPS 3/4 to NPS 8. 7. Adjustable Carbon or Alloy -Steel Band Hangers (MSS Type 7): For suspension of noninsulated stationary pipes, NPS %2 to NPS 8. 8. Adjustable Carbon or Alloy -Steel Band Hangers (MSS Type 9): For suspension of noninsulated stationary pipes, NPS '/2 to NPS 8. 9. Adjustable Swivel -Ring Carbon or Alloy -Steel Band Hangers (MSS Type 10): For suspension of noninsulated stationary pipes, NPS '/2 to NPS 2. 10. Carbon or Alloy -Steel Split Pipe -Ring with or without Turnbuckle- Adjustment Hangers (MSS Type 11): For suspension of noninsulated stationary pipes, NPS 3/8 to NPS 8. 11. Carbon or Alloy -Steel Extension Hinged or Two -Bolt Split Pipe Clamps (MSS Type 12): For suspension of noninsulated stationary pipes, NPS 3/8 to NPS 3. 12. Carbon or Alloy -Steel U -Bolts (MSS Type 24): For support of heavy pipe, NPS %2 to NPS 30. 13. Carbon or Alloy -Steel Clips (MSS Type 26): For support of insulated pipes not subject to expansion or contraction. HANGERS AND SUPPORTS 15060-3 �aA COLLIER COUNTY UTILITIES OPERATIONS CENTER OA NAPLES, FLORIDA I 14. Pipe Saddle Supports (MSS Type 36): For support of pipes, NPS 4 to NPS 36, with steel pipe base stanchion support and cast -iron floor. flange. 15. Pipe Stanchion Saddles (MSS Type 37): For support of pipes, NPS 4 to NPS 36, with steel pipe base stanchion support and cast -iron floor flange and with U -bolt to retain pipe. 16. Adjustable Pipe Saddle Supports (MSS Type 38): For stanchion -type support for pipes, NPS 2 -1/2 to NPS 36, if vertical adjustment is required, with steel pipe base stanchion support and cast -iron floor flange. 17. Single Pipe Rolls (MSS Type 41): For suspension of pipes, NPS 1 to NPS 30, from two rods if longitudinal movement caused by expansion and contraction might occur. 18. Adjustable Roller Hangers (MSS Type 43): For suspension of pipes, NSP 2 -1/2 to NPS 20, from single rod if horizontal movement caused by expansion and contraction might occur. 19. Complete Pipe Rolls (MSS Type 44): For support of pipes, NPS 2 to NPS 42, if longitudinal movement caused by expansion and contraction might occur but vertical adjustment is not necessary. 20. Pipe Roll and Plate Units (MSS Type 45): For support of pipes, NPS 2 to NPS 24, if small horizontal movement caused by expansion and contraction might occur and vertical adjustment is not necessary. 21. Adjustable Pipe Roll and Base Units (MSS Type 46): For support of pipes, NPS 2 to NPS 30, if vertical and lateral adjustment during installation might be required in addition to expansion and contraction. B. Vertical- Piping Clamps: Unless otherwise indicated install the following types: 1. Extension Pipe or Riser Clamps (MSS Type 8): For support of pipe risers, NPS % to NPS 20. 2. Carbon- or Alloy -Steel Riser Clamps (MSS Type 42): For support of pipe risers, NPS 1/4 to NPS 20, if longer ends are required for riser clamps. C. Hanger -Rod Attachments: Unless otherwise indicated install the following types: 1. Stainless Steel Turnbuckles (MSS Type 13): For adjustment up to 6 inches for heavy loads. 2. Stainless Steel Clevises (MSS Type 14): For 120 to 450 deg F piping installations. 3. Stainless Steel Swivel Turnbuckles (MSS Type 15): For use with MSS Type 11, split pipe rings. 4. Malleable -Iron Sockets (MSS Type 16): For attaching hanger rods to various types of building attachments. 5. Stainless Steel Weldless Eye Nuts (MSS Type 17): For 120 to 450 deg F piping installations. HANGERS AND SUPPORTS 15060-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA D. Building Attachments: Unless otherwise indicated install the following types: 1. Stainless Steel or Malleable Concrete Inserts (MSS Type 18): For upper attachment to suspend pipe hangers from concrete ceiling. 2. Top -Beam C- Clamps (MSS Type 19): For use under roof installations with bar - joist construction to attach to top flange of structural shape. 3. Side -Beam or Channel Clamps (MSS Type 20): For attaching to bottom flange of beams, channels, or angles. 4. Center -Beam Clamps (MSS Type 21): For attaching to center of bottom flange of beams. 5. Welded Beam Attachments (MSS Type 22): For attaching to bottom of beams if loads are considerable and rod sizes are large. 6. C- Clamps (MSS Type 23): For structural shapes. 7. Top -Beam Clamps (MSS Type 25): For top of beams if hanger rod is required tangent to flange edge. 8. Side -Beam Clamps (MSS Type 27): For bottom of steel I- beams. 9. Steel -Beam Clamps with Eye Nuts (MSS Type 28): For attaching to bottom of steel I -beams for heavy loads. 10. Linked -Steel Clamps with Eye Nuts (MSS Type 29): For attaching to bottom of steel I -beams for heavy loads, with link extensions. 11. Malleable Beam Clamps with Extension Pieces (MSS Type 30): For attaching to structural steel. 12. Welded -Steel Brackets: For support of pipes from below or for suspending from above by using clip and rod. Use one of the following for indicated loads: a. Light (MSS Type 31): 750 lb. b. Medium (MSS Type 32): 1500 lb. C. Heavy (MSS Type 33): 3000 lb. 13. Side -Beam Brackets (MSS Type 34): For sides of steel or wooden beams. 14. Plate Lugs (MSS Type 57): For attaching to steel beams if flexibility at beam is required. 15. Horizontal Travelers (MSS Type 58): For supporting piping systems subject to linear horizontal movement where head room is limited. E. Saddles and Shields: Unless otherwise indicated install the following types: I. Stainless Steel Pipe - Covering Protection Saddles (MSS Type 39): To fill interior voids with insulation that matches adjoining insulation. 2. Protection Shields (MSS Type 40): Of length recommended by manufacturer to prevent crushing insulation. 3. Thermal -Hanger Shield Inserts: For supporting insulated pipe, 360 - degree insert of high- density, 100 psi minimum compressive - strength, water - repellent- treated calcium silicate or cellular -glass pipe insulation, same thickness as adjoining insulation with vapor barrier and encased in 360 - degree sheet metal shield. HANGERS AND SUPPORTS 15060-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.0 N F. Spring Hangers and Supports: Unless otherwise indicated install the following types: 1. Restraint- Control Devices (MSS Type 47): Where indicated to control piping movement. 2. Spring Cushions (MSS Type 48): For light loads if vertical movement does not exceed 1 1/4 inches. 3. Spring - Cushion Roll Hangers (MSS Type 49): For equipping Type 41 roll hanger with springs. 4. Spring Sway Braces (MSS Type 50): To retard sway, shock, vibration, or thermal expansion in piping systems. 5. Variable -Spring Hangers (MSS Type 51): Preset to indicated load and limit variability factor to 25 percent to absorb expansion and contraction of piping system from hanger. 6. Variable- Spring Base Supports (MSS Type 52): Preset to indicated load and limit variability factor to 25 percent to absorb expansion and contraction of piping system from base support. 7. Variable -Spring Trapeze Hangers (MSS Type 53): Preset to indicated load and limit variability factor to 25 percent to absorb expansion and contraction of piping system from trapeze support. 8. Constant Supports: For critical piping stress and if necessary to avoid transfer of stress from one support to another support, critical terminal, or connected equipment. Include auxiliary stops for erection, hydrostatic test, and load - adjustment capability. These supports include the following types: a. Horizontal (MSS Type 54): Mounted horizontally. b. Vertical (MSS Type 55): Mounted vertically. C. Trapeze (MSS Type 56): Two vertical -type supports and one trapeze member. 3.2 HANGER AND SUPPORT INSTALLATION A. Pipe Hanger and Support Installation: Comply with MSS SP -69 and MSS SP -89. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure. B. Channel Support System Installation: Arrange for grouping of parallel runs of piping and support together on field - assembled channel systems. 1. Field assemble and install according to manufacturer's written instructions. HANGERS AND SUPPORTS 15060-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A "74, C. Install building attachments within concrete slabs or attach to structural steel. Space attachments within maximum piping span length indicated in MSS SP -69, per manufacturer's recommendations or as indicated in other portions of the specifications. Install additional attachments at concentrated loads, including valves, flanges, guides, strainers, and expansion joints, and at changes in direction of piping. Install concrete inserts before concrete is placed; fasten inserts to forms and install reinforcing bars through openings at top of inserts. D. Install powder - actuated drive -pin fasteners in concrete after concrete is placed and completely cured. Use operators that are licensed by powder - actuated tool manufacturer. Install fasteners according to powder - actuated tool manufacturer's operating manual. E. Install mechanical -anchor fasteners in concrete after concrete is placed and completely cured. Install fasteners according to manufacturer's written instructions. F. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers, and other accessories. G. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units. H. Load Distribution: Install hangers and supports so that piping live and dead loads and stresses from movement will not be transmitted to connected equipment. I. Insulated Piping: Comply with the following: 1. Attach clamps and spacers to piping. a. Piping Operating above Ambient Air Temperature: Clamp may project through insulation. b. Piping Operating below Ambient Air Temperature: Use thermal -hanger shield insert with clamp sized to match OD of insert. C. Do not exceed pipe stress limits according to ASME B31.9. 2. Install MSS SP -58, Type 39 protection saddles, if insulation without vapor barrier is indicated. Fill interior voids with insulation that matches adjoining insulation. a. Option: Thermal -hanger shield inserts may be used. Include steel weight - distribution plate for pipe NPS 4 and larger if pipe is installed on rollers. 3. Install MSS SP -58, Type 40 protective shields on cold piping with vapor barrier. Shields shall span arc of 180 degrees. HANGERS AND SUPPORTS 15060-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER n NAPLES, FLORIDA V ti a. Option: Thermal -hanger shield inserts may be used. Include steel weight - distribution plate for pipe NPS 4 and larger if pipe is installed on rollers. 4. Shield Dimensions for Pipe: Not less than the following: a. NPS 3/4 to NPS 4: 12 inches long and 0.048 inch thick. b. NPS 4: 12 inches long and 0.060 inch thick. C. NPS 5 and NPS 6: 18 inches long and 0.060 inch thick. d. NPS 8 to NPS 14: 24 inches long and 0.075 inch thick. e. NPS 16 to NPS 24: 24 inches long and 0.105 inch thick. 5. Pipes NPS 8 and Larger: Include wood inserts. 6. Insert Material: Length at least as long as protective shield. 7. Thermal -Hanger Shields: Install with insulation same thickness as piping insulation. 3.3 EQUIPMENT SUPPORTS A. Fabricate structural -steel stands to suspend equipment from structure above or to support equipment above floor. B. Grouting: Place grout under supports for equipment and make smooth bearing surface. 3.4 METAL FABRICATION A. Cut, drill, and fit miscellaneous metal fabrications for heavy -duty steel trapezes and equipment supports. B. Fit exposed connections together to form hairline joints. Field -weld connections that cannot be shop- welded because of shipping size limitations. C. Field Welding: Comply with AWS Dl.l procedures for shielded metal arc welding, appearance and quality of welds, and methods used in correcting welding work, and with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. Finish welds at exposed connections so no roughness shows after finishing and contours of welded surfaces match adjacent contours. HANGERS AND SUPPORTS 15060-8 ,A. COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 3.5 ADJUSTING A. Hanger Adjustment: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe. 3.6 PAINTING A. Touching Up: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC -PA 1 requirements for touching up field- painted surfaces. 1. Apply paint by brush or spray to provide a minimum dry film thickness of 2.0 mils. B. Touching Up: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint on miscellaneous metal shall be performed on piping, hangers and attachments roughed up during installation. C. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing- repair paint to maintain galvanized surface integrity. END OF SECTION 15060 HANGERS AND SUPPORTS 15060-9 COLLIER COUNTY UTILITIES OPERATIONS CENTER A NAPLES, FLORIDA ® * SECTION 15140 - DOMESTIC WATER PIPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes domestic water piping from locations indicated to fixtures and equipment inside the building. All domestic water piping within the building shall be either CPVC or copper. All hot water and hot water recirculating piping shall be insulated from hot water heater to point of connection to fixture with insulation. 1.3 SUBMITTALS A. Product Data: For pipe, tube, fittings, and couplings. PART 2 - PRODUCTS _ -- 2.1 PIPING MATERIALS A. Refer to Part 3 "Piping Applications" Article for applications of pipe, tube, fitting, and joining materials. B. Transition Couplings for Aboveground Pressure Piping: Coupling or other manufactured fitting the same size as, with pressure rating at least equal to and compatible with, piping to be joined. C. Transition Couplings for Underground Pressure Piping: AWWA C219, metal, sleeve - type coupling or other manufactured fitting the same size as, with pressure rating at least equal to and ends compatible with, piping to be joined. 2.2 COPPER TUBING A. Soft Copper Tube: ASTM B 88, Type K and L, water tube, annealed temper. DOMESTIC WATER PIPING 15140-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA 1. Copper Pressure Fittings: ASME B 16.18, cast - copper -alloy or ASME B 16.22, wrought- copper, solder joint fittings. Furnish wrought - copper fittings if indicated. 2. Bronze Flanges: ASME B16.24, Class 150, with solder joint end. Furnish Class 300 flanges if required to match piping. 3. Copper Unions: MSS SP -123, cast - copper - alloy, hexagonal -stock body, with ball- and - socket, metal -to -metal seating surfaces and solder joint or threaded ends. 2.3 CPVC PIPING A. CPVC Schedule 40 Pipe: ASTM F 441/F 441M. 1. CPVC Schedule 40 Fittings: ASTM F 438, socket type. B. CPVC Schedule 80 Pipe: ASTM F 441/F 441M. 1. CPVC Schedule 80 Fittings: ASTM F 439, socket or ASTM F 437 threaded type. C. CPVC Piping System: ASTM D 2846/1) 2846M, SDR 11, pipe and socket fittings. D. CPVC Tubing System: ASTM D 2846/D 2846M, SDR 11, tube and socket fittings. 2.4 PE ENCASEMENT A. PE Encasement for Underground Metal Piping: ASTM A 674 or AWWA C105 PE film, 0.008 inch minimum thickness, tube or sheet. PART 3 - EXECUTION 3.1 A. B. C. 3.2 PIPING APPLICATIONS Transition and special fittings with pressure ratings at least equal to piping rating may be used in applications below, unless otherwise indicated. Flanges may be used on aboveground piping, unless otherwise indicated. Grooved joints may be used on aboveground grooved -end piping. VALVE APPLICATIONS A. Drawings indicate valve types to be used. Where specific valve types are not indicated, the following requirements apply: DOMESTIC WATER PIPING 15140-2 -+r COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA 1. Shutoff Duty: Use bronze ball valves for piping NPS 2 and smaller. Use cast- iron butterfly or gate valves with flanged ends for piping NPS 2 -1/2 and larger. B. CPVC ball, butterfly, and check valves may be used with CPVC piping. 3.3 PIPING INSTALLATION A. Refer to Division 15 Section "Basic Mechanical Materials and Methods" for basic piping installation. B. Extend domestic water service piping to exterior water distribution piping in sizes and locations indicated. C. Install underground copper tubing according to CDA's "Copper Tube Handbook." Install CPVC piping and join in accordance with manufacturer's instructions. D. Install aboveground domestic water piping and plumb. E. Fill water piping. Check components to determine that they are not air bound and that piping is full of water. F. Check plumbing equipment and verify proper settings, adjustments, and operation. Do not operate water heaters before filling with water. G. Energize pumps and verify proper operation. 3.4 HANGER AND SUPPORT INSTALLATION A. Refer to Division 15 Section "Hangers and Supports" for pipe hanger and support devices. Install the following: 1. Vertical Piping: MSS Type 8 or Type 42, clamps. 2. Individual, Straight, Horizontal Piping Runs: According to the following: a. 100 feet and Less: MSS Type 1, adjustable, stainless steel clevis hangers. b. Longer Than 100 feet: MSS Type 43, adjustable roller hangers. C. Longer Than 100 feet, if Indicated: MSS Type 49, spring cushion rolls. 3. Multiple, Straight, Horizontal Piping Runs 100 feet or Longer: MSS Type 44, pipe rolls. Support pipe rolls on trapeze. 4. Base of Vertical Piping: MSS Type 52, spring hangers. B. Support vertical piping and tubing at base and at each floor. C. Rod diameter may be reduced 1 size for double -rod hangers, to a minimum of 3/8 inch. DOMESTIC WATER PIPING 15140-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER 4 NAPLES, FLORIDA 0 e � D. Install hangers for copper tubing with the following maximum horizontal spacing and minimum rod diameters: 1. NPS 3/4 and Smaller: 60 inches with 3/8 inch rod. 2. NPS 1 and NPS 1 -1/4: 72 inches with 3/8 inch rod. 3. NPS 1 -1/2 and NPS 2: 96 inches with 3/8 inch rod. E. Install supports for vertical copper tubing every 10 feet or every floor whichever is less. F. Install hangers for CPVC piping with the following maximum horizontal spacing and minimum rod diameters: 1. NPS 1 and Smaller: 36 inches with 3/8 inch rod. 2. NPS 1 -1/4 to NPS 2: 48 inches with 3/8 inch rod. G. Install supports for vertical CPVC piping every 60 inches for NPS 1 and smaller and every 72 inches for NPS 1 -1/4 and larger. 3.5 CONNECTIONS A. Drawings indicate general arrangement of piping, fittings, and specialties. B. Install piping adjacent to equipment and machines to allow service and maintenance. C. Connect domestic water piping to exterior water service piping. Use transition fitting to join dissimilar piping materials. D. Connect domestic water piping to service piping with shutoff valve, and extend and connect to the following: 1. Water Heaters: Cold -water supply and hot -water outlet piping in sizes indicated, but not smaller than sizes of water heater connections. 2. Plumbing Fixtures: Cold- and hot -water supply piping in sizes indicated, but not smaller than required by plumbing code. 3.6 FIELD QUALITY CONTROL A. Inspect domestic water piping as follows: 1. Do not enclose, cover, or put piping into operation until it is inspected and approved by authorities having jurisdiction. 2. During installation, notify authorities having jurisdiction at least 24 hours before inspection must be made. Perform tests specified below in presence of authorities having jurisdiction: DOMESTIC WATER PIPING 15140-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA a. Roughing -in Inspection: Arrange for inspection of piping before concealing or closing -in after roughing -in and before setting fixtures. b. Final Inspection: Arrange for final inspection by authorities having jurisdiction to observe tests specified below and to ensure compliance with requirements. 3. Reinspection: If authorities having jurisdiction find that piping will not pass test or inspection, make required corrections and arrange for reinspection. 4. Reports: Prepare inspection reports and have them signed by authorities having jurisdiction. 3.7 CLEANING A. CIean and disinfect potable domestic water piping as follows: 1. Purge new piping and parts of existing domestic water piping that have been altered, extended, or repaired before using. a. Flush piping system with clean, potable water until dirty water does not appear at outlets. b. Fill and isolate system with water /chlorine solution and allow to stand for 24 hours. C. Flush system with clean, potable water until no chlorine is in water coming from system after the standing time. END OF SECTION 15140 DOMESTIC WATER PIPING 15140-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA SECTION 15150 - SANITARY WASTE, STORM DRAINAGE AND VENT PIPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes soil and waste, storm and sanitary drainage and vent piping inside the building and to locations indicated. 1.3 DEFINITIONS A. The following are industry abbreviations for plastic and rubber piping materials: 1. ABS: Acrylonitrile- butadiene - styrene plastic. 2. EPDM: Ethylene- propylene -diene terpolymer. 3. NBR: Acrylonitrile- butadiene rubber. 4. PE: Polyethylene plastic. 5. PVC: Polyvinyl chloride plastic. 1.4 PERFORMANCE REQUIREMENTS A. Provide components and installation capable of producing piping systems with the following minimum working- pressure ratings, unless otherwise indicated: I. Soil, Storm, Waste, and Vent Piping: 10 foot head of water or as required by authority having jurisdiction during inspection testing. 1.5 SUBMITTALS A. Product Data: For pipe, tube, fittings, and couplings. 1.6 QUALITY ASSURANCE A. Piping materials shall bear label, stamp, or other markings of specified testing agency. SANITARY WASTE, STORM DRAINAGE AND VENT PIPING 15150-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA B. Comply with NSF 14, "Plastics Piping Systems Components and Related Materials," for plastic piping components. Include marking with "NSF -dwv" for plastic drain, waste, and vent piping; "NSF- drain" for plastic drain piping; "NSF - tubular" for plastic continuous waste piping; and "NSF- sewer" for plastic sewer piping. PART 2 - PRODUCTS 2.1 PVC PIPING A. PVC Pipe: ASTM D 2665, solid -wall drain, waste, and vent. PVC Socket Fittings: ASTM D 2665, socket type, made to ASTM D 3311, drain, waste, and vent patterns. PART 3 - EXECUTION 3.1 PIPING INSTALLATION A. Refer to Division 15 Section "Basic Mechanical Materials and Methods" for basic piping installation. B. Install cleanouts at grade and extend to where building sanitary and storm drains connect to building sanitary sewers and storm drainage systems. C. Install cast -iron sleeve with water stop and mechanical sleeve seal at each service pipe penetration through foundation wall. Select number of interlocking rubber links required to make installation watertight. Refer to Division 15 Section "Basic Mechanical Materials and Methods" for sleeves and mechanical sleeve seals. D. Install wall penetration system at each service pipe penetration through foundation wall. Make installation watertight. Refer to Division 15 Section 'Basic Mechanical Materials and Methods" for wall penetration systems. E. Make changes in direction for storm drainage, soil and waste drainage and vent piping using appropriate branches, bends, and long -sweep bends. Sanitary tees and short- sweep 1/4 bends may be used on vertical stacks if change in direction of flow is from horizontal to vertical. Use long -turn, double Y -branch and 1/8 -bend fittings if 2 fixtures are installed back to back or side by side with common drain pipe. Straight tees, elbows, and crosses may be used on vent lines. Do not change direction of flow more than 90 degrees. Use proper size of standard increasers and reducers if pipes of different sizes are connected. Reducing size of drainage piping in direction of flow is prohibited. SANITARY WASTE, STORM DRAINAGE AND VENT PIPING 15150-2 -- COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA F. Install storm drainage, soil and waste drainage and vent piping at the following minimum slopes per State of Florida Unified Plumbing Code and at the direction of authority having jurisdiction, unless otherwise indicated: G. Install PVC storm drainage, soil and waste drainage and vent piping according to ASTM D 2665. H. Install underground ABS and PVC storm drainage, soil and waste drainage piping according to ASTM D 2321. I. Do not enclose, cover, or put piping into operation until it is inspected and approved by authorities having jurisdiction. 3.2 HANGER AND SUPPORT INSTALLATION A. Refer to Division 15 Section "Hangers and Supports" for pipe hanger and support devices. Install the following: 1. Vertical Piping: MSS Type 8 or Type 42, clamps. - 2. Individual, Straight, Horizontal Piping Runs: According to the following: a. 100 feet and Less: MSS Type 1, adjustable, stainless steel clevis hangers. b. Longer Than 100 feet: MSS Type 43, adjustable roller hangers. C. Longer Than 100 feet, if Indicated: MSS Type 49, spring cushion rolls. -- 3. Multiple, Straight, Horizontal Piping Runs 100 feet or Longer: MSS Type 44, pipe rolls. Support pipe rolls on trapeze. 4. Base of Vertical Piping: MSS Type 52, spring hangers. B. Install supports according to Division 15 Section "Hangers and Supports." C. Support vertical piping and tubing at base and at each floor. D. Rod diameter may be reduced 1 size for double -rod hangers, with 3/8 inch minimum rods. E. Install hangers for PVC piping with the following maximum horizontal spacing and minimum rod diameters: 1. NPS 1 -1 /2 and NPS 2: 48 inches with 3/8 inch rod. 2. NPS 3: 48 inches with 1/2 inch rod. 3. NPS 4 and NPS 5: 48 inches with 518 inch rod. 4. NPS 6: 48 inches with 3/4 inch rod. 5. NPS 8 to NPS 12: 48 inches with 7/8 inch rod. F. Install supports for vertical ABS and PVC piping every 48 inches. SANITARY WASTE, STORM DRAINAGE AND VENT PIPING 15150-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 3.3 CONNECTIONS A. Drawings indicate general arrangement of piping, fittings, and specialties. B. Connect storm drainage, soil and waste piping to exterior storm drainage system or sewer system respectively. Use transition fitting to join dissimilar piping materials. C. Connect drainage and vent piping to the following: 1. Plumbing Fixtures: Connect drainage piping in sizes indicated, but not smaller than required by plumbing code. 2: Plumbing Fixtures and Equipment: Connect atmospheric vent piping in sizes indicated, but not smaller than required by authorities having jurisdiction. 3.4 FIELD QUALITY CONTROL A. During installation, notify authorities having jurisdiction at least 24 hours before inspection must be made. Perform tests specified below in presence of authorities having jurisdiction. 1. Roughing -in Inspection: Arrange for inspection of piping before concealing or closing -in after roughing -in and before setting fixtures. 2. Final Inspection: Arrange for final inspection by authorities having jurisdiction to observe tests specified below and to ensure compliance with requirements. B. Reinspection: If authorities having jurisdiction find that piping will not pass test or inspection, make required corrections and arrange for reinspection. C. Reports: Prepare inspection reports and have them signed by authorities having jurisdiction. D. Test, storm drainage, sanitary drainage and vent piping according to procedures of authorities having jurisdiction. 3.5 CLEANING A. Clean interior of piping. Remove dirt and debris as work progresses. B. Protect drains during remainder of construction period to avoid clogging with dirt and debris and to prevent damage from traffic and construction work. C. Place plugs in ends of uncompleted piping at end of each day and when work stops. SANITARY WASTE, STORM DRAINAGE AND VENT PIPING 15150-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1 � � 3.6 PROTECTION A. Exposed ABS and PVC Piping: Protect plumbing vents exposed to sunlight with two coats of water -based latex paint. END OF SECTION 15150 SANITARY WASTE, STORM DRAINAGE AND VENT PIPING 15150-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 15200 — FIRE SPRINKLER SYSTEMS. PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10A A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this and other sections of Division 15. 1.2 SUMMARY A. This Section specifies sprinkler systems for buildings and structures. B. Products specified in this Section with installation not in Contract include sprinkler cabinets with spare sprinklers and sprinkler wrenches. Deliver to the Owner's maintenance personnel. C. Scope of Work: 1. Contractor shall provide construction documents with hydraulic calculations, for the sprinkler system for the building as further defined throughout scope of performance specifications. Documents shall be provided on computer generated drawings. Provide all documents for engineer of record review through submittal process as described in other Sections and submit shop drawings for permit _ application process. 2. Coordinate Construction Documents with Architectural Drawings, Structural Drawings, and Mechanical Drawings to ensure adequate space for all other trades. .._ 3. Connect to existing piping for new sprinkler heads. Extend piping where sprinkler heads are relocated and cap piping and remove sprinkler head where sprinkler is removed. 1.3 DEFINITIONS A. Pipe sizes used in this Section are nominal pipe size (NPS) specified in inches. Tube sizes are standard tube size specified in inches. B. Working plans as used in this Section refer to documents (including drawings and calculations) prepared pursuant to requirements in NFPA 13 for obtaining approval of authority having jurisdiction. C. Other definitions for fire protection systems are included in referenced N.F.P.A. standards. FIRE SPRINKLER SYSTEMS 15200-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.4 SYSTEM DESCRIPTION 1pA A. Wet -Pipe Sprinkler System: System with automatic sprinklers attached to a piping system containing water and connected to water supply so that water discharges immediately from sprinklers when they are opened by fire. B. Sprinkler System Protection Limits: All spaces within areas indicated. Include closets, toilet and locker room areas, and all other areas as required by N.F.P.A. 13. 1.5 SYSTEM PERFORMANCE REQUIREMENTS A. Design and obtain approval from authority having jurisdiction for fire protection systems specified prior to submission of permit drawings. B. Conduct fire hydrant flow tests as required to obtain hydraulic data needed to prepare design for hydraulically calculated systems if necessary. C. Hydraulically design sprinkler systems according to: 1. Sprinkler System Occupancy Classifications in accordance with definitions and interpretations of authority having jurisdiction related to N.F.P.A. 13. 2. Minimum Density Requirements for Automatic Sprinkler System Hydraulic Design as follows: a. Light Hazard Occupancy: 0.10 GPM over 1500 square feet area. b. Ordinary Hazard, Group I Occupancy: 0.15 GPM over 2000 square feet area. C. Ordinary Hazard , Group II Occupancy: 0.20 GPM over 2000 square feet area. d. Note: any area and density calculation may be provided for hazard areas provided that it complies with. N.F.P.A. 13. The above are used as a guideline only. D. Components and Installation: Capable of producing piping systems with the following minimum working pressure rating except where indicated otherwise. 1. Sprinker Systems: Minimum required pressure to attain required water flow per N.F.P.A. 13. 1.6 SUBMITTALS A. Provide the following product data for fire protection system components. Include the following. FIRE SPRINKLER SYSTEMS 15200-2 .� ,"A* COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA ,.' 1. Valves 2. Specialty Valves, accessories and devices 3. Sprinklers, escutcheons, and gaurds. Include sprinkler flow characteristics, mounting, finish, and other data. B. Sprinkler system drawings, identified as "working plans" and prepared according to N.F.P.A. 13 that have been approved by the authority having jurisdiction. Include system hydraulic calculations. C. Test reports and certificates as described in N.F.P.A. 13. Include "Contractor's Material & Test Certificate for Aboveground Piping ". D. Maintenance data for each type of fire protection specialty specified, for inclusion in "Operating and Maintenance Manual" specified in Division 1 Section "Project Closeout" E. 2 copies of NFPA 13 "Recommended Practice for the Inspection, Testing and Maintenance of Sprinkler Systems." Deliver to Owner's maintenance personnel. 1.7 QUALITY ASSURANCE A. Manufacturer Qualifications: Firms whose equipment, specialties, and accessories are listed by product name and manufacturer in U.L. Fire Protection Equipment Directory and FM Approval Guide and that conform to other requirements indicated. B. Listing/Approval Stamp, Label, or Other Marking: On equipment, specialties, and accessories made to specified standards. C. Listing and Labeling: Equipment, specialties and accessories that are listed and labeled as defined in "National Electrical Code ", Article 100. D. Comply with requirements of authority having jurisdiction for submittals, approvals, materials, hose threads, installation, inspections and testing. E. NFPA Standards: Equipment, specialties, accessories, installation, and testing complying with the following: 1. NFPA 13 "Standard for the Installation of Sprinkler Systems." 2. NFPA 26 "Recommended Practice for Supervision of Valves Controlling Water Supplies for Fire Protection" 3. NFPA 70 "National Electrical Code" FIRE SPRINKLER SYSTEMS 15200-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PART 2 - PRODUCTS 2.1 MANUFACTURERS 1.0 N 0A A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Waterflow Indicators and Supervisory Switches: a. Gamewell Co. b. Gem Sprinkler Co., Div., Grinnel Corp. C. Potter Electric Signal Co. d. Reliable Automatic Sprinkler Co., Inc. e. Approved equal to the above. 2. Sprinklers: a. Central Sprinkler Corp. b. Gem Sprinkler Co., Div., Grinnel Corp. c. Reliable Automatic Sprinkler Co., Inc. d. Star Sprinkler Corp. e. Viking Corp. f. Approved equal to the above. 3. Indicator Valves: a. Gem Sprinkler Co., Div., Grinnell Corp. b. Grinnell Supply Sales Co., Grinnell Corp. C. Milwaukee Valve Co. d. Nibco, Inc. e. Approved equal to the above. 4. Fire Protection Service Gate and Check Valves: a. Gem Sprinkler Co., Div., Grinnell Corp. b. Nibco, Inc. C. Stockham Valves and Fittings, Inc. d. Approved equal to the above. 5. Grooved Couplings for Steel Piping: a. Grinnell Supply Sales Co., Grinnell Co. b. Gustin -Bacon Div., Tyler Pipe Subsid., Tyler Corp. C. Stockham Valves and Fittings, Inc. d. Victaulic Company of America e. Approved equal to the above. 2.4 SPRINKLERS A. Automatic Sprinklers: With heat - responsive element conforming to U.L. 199 FIRE SPRINKLER SYSTEMS 15200-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 'I Sprinkler types and categories are as indicated and as required by application. Furnish automatic sprinklers as upright exposed or pendant in K- factor as required for compliance with N.F.P.A. 13 and sprinkler coverage requirements. END OF SECTION 15200 FIRE SPRINKLER SYSTEMS 15200-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES FLORIDA 104 SECTION 15410 - PLUMBING FIXTURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes plumbing fixtures and related components. 1.3 DEFINITIONS A. Accessible Fixture: Plumbing fixture that can be approached, entered, and used by people with disabilities. B. Fitting: Device that controls flow of water into or out of plumbing fixture. Fittings specified in this Section include supplies and stops, faucets and spouts, shower heads and tub spouts, drains and tailpieces, and traps and waste pipes. Piping and general - duty valves are included where indicated. 1.4 SUBMITTALS A. Product Data: Include selected fixture and trim, fittings, accessories, appliances, appurtenances, equipment, and supports and indicate materials and finishes, dimensions, construction details, and flow - control rates for each type of fixture indicated. B. Maintenance Data: For plumbing fixtures provide owner with maintenance manuals for all plumbing fixtures. 1.5 QUALITY ASSURANCE A. Source Limitations: Obtain plumbing fixtures, faucets, and other components of each category through one source. 1. Exception: If fixtures, faucets, or other components are not available from a single manufacturer, obtain similar products from other manufacturers specified for that category. PLUMBING FIXTURES 15410-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES FLORIDA B. NSF Standard: Comply with NSF 61, "Drinking Water System Components -- Health Effects," for fixture materials that will be in contact with potable water., C. Select combinations of fixtures and trim, faucets, fittings, and other components that are compatible. D. Install plumbing systems to comply with Unified Florida Building Code as well as Americans with Disabilities Act. 1.6 COORDINATION A. Coordinate roughing -in and final plumbing fixture locations, and verify that fixtures can be installed to comply with original design and referenced standards. PART 2 - PRODUCTS 2.1 FAUCETS A. Faucets: Coordinate faucet inlets with supplies and fixture holes and outlet with spout and fixture receptor. Supply faucets from list of approved manufacturer's listed below. Match faucets to construction drawings with manufacturer's equal. 1. American Standard 2. Kohler 3. Delta 4. Moen 5. Elkay 6. Symmons 2.2 FLUSHOMETERS A. Flushometer: Cast -brass body with corrosion- resistant internal components, control stop with check valve, vacuum breaker, and copper or brass tubing, and polished chrome- plated finish on exposed parts. Supply flushometers from list of approved manufacturer's listed below and equal to specified on plans. 1. Sloan Valve Company, Royal models only, Regal models will not be accepted. 2.3 TOILET SEATS A. Toilet Seat, Solid plastic, or open front as indicated on plans, supply from list of approved manufacturer's listed below and equal to specified on plans PLUMBING FIXTURES 15410-2 mi COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA I . Bemis Mfg. Co. 2. Beneke Div.; Sanderson Plumbing Products, Inc. 3. Church Seat Co. 4. Kohler Co. 10A 2.4 FIXTURE SUPPORTS A. Water - Closet and Urinal Supports including single or double, vertical or horizontal, hub -and- spigot or hubless waste fitting as required for piping arrangement; faceplates; couplings with gaskets; feet; and fixture bolts and hardware matching fixture. Include additional extension coupling, faceplate, and feet for installation in wide pipe space. Provide from list of approved manufacturers. I. Josam Co. 2. Jay R. Smith Mfg. Co. 3. Wade Div., Tyler Pipe 4. Zurn Industries, Inc.; Hydromechanics Div. 2.5 WATER CLOSETS A. Water Closets, as scheduled on the drawings, vitreous -china fixture from list of approved manufacturers or approved equal 1. American Standard 2. Kohler Co. 2.6 URINALS A. Urinals; vitreous -china fixture designed for flushometer valve operation equal to scheduled fixtures or from approved list of suppliers 1. American Standard, Inc. 2. Kohler Co. 2.7 LAVATORIES A. Lavatories, either wall hung, countertop or pedestal as scheduled on the plans and equal to scheduled fixture from list of approved manufacturers. 1. American Standard, Inc 2. Kohler Co. PLUMBING FIXTURES 15410-3 w' COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA I cj F B. Hand, Service and Kitchen Sinks, equal to scheduled fixtures and provided from the list of approved manufacturers. 1. Advance Tabco 2. Elkay Manufacturing Co. 3. Just Manufacturing Co. 4. Dayton Manufacturing 5. American Standard Inc. 6. Kohler Co. 2.8 SERVICE BASINS & LAUNDRY TRAYS A. Service Basins & Laundry Trays, equal to scheduled fixtures and from the following list of approved. 1. Acorn Engineering 2. Crane Plumbing/ Fiat Products 3. Mustee, E.L & Sons, Inc. PART 3- EXECUTION 3.1 EXAMINATION A. Examine roughing -in for water soil and for waste piping systems and supports to verify actual locations and sizes of piping connections and that locations and types of supports match those indicated, before plumbing fixture installation. Use manufacturer's roughing -in data if roughing -in data are not indicated. B. Examine walls, floors, and cabinets for suitable conditions where fixtures are to be installed. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 FIXTURE INSTALLATION A. Assemble fixtures, trim, fittings, and other components according to manufacturers' written instructions. B. For wall- hanging fixtures, install off -floor supports affixed to building substrate. 1. Use carrier supports with waste fitting and seal for back - outlet fixtures. 2. Use carrier supports without waste fitting for fixtures with tubular waste piping. PLUMBING FIXTURES 15410-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 A NAPLES, FLORIDA 3. Use chair -type carrier supports with rectangular steel uprights for accessible fixtures. C. Install back - outlet, wall- hanging fixtures onto waste fitting seals and attach to supports. D. Install floor - mounting fixtures on closet flanges or other attachments to piping or building substrate. E. Install wall - hanging fixtures with tubular waste piping attached to supports. F. Install floor - mounting, back - outlet water closets attached to building floor substrate and wall bracket and onto waste fitting seals. G. Install counter - mounting fixtures in and attached to casework. H. Install fixtures level and plumb according to manufacturers' written instructions and roughing -in drawings. I. Install water - supply piping with stop on each supply to each fixture to be connected to water distribution piping. Attach supplies to supports or substrate within pipe spaces behind fixtures. Install stops and ball valves in locations where they can be easily reached for operation. J. Install trap and tubular waste piping on drain outlet of each fixture to be directly connected to sanitary drainage system. K. Install tubular waste piping on drain outlet of each fixture to be indirectly connected to drainage system. L. Install flushometer valves for accessible water closets and urinals with handle mounted on wide side of compartment. Install other actuators in locations that are easy for people with disabilities to reach. M. Install tanks for accessible, tank -type water closets with lever handle mounted on wide side of compartment. N. Install toilet seats on water closets. O. Install faucet -spout fittings with specified flow rates and patterns in faucet spouts if faucets are not available with required rates and patterns. Include adapters if required. P. Install water- supply, flow - control fittings with specified flow rates in fixture supplies at stop valves. Q. Install faucet, flow - control fittings with specified flow rates and patterns in faucet spouts if faucets are not available with required rates and patterns. Include adapters if required. PLUMBING FIXTURES 15410-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 0 R. Install shower, flow - control fittings with specified maximum flow rates in shower arms. S. Install traps on fixture outlets. 1. Exception: Omit trap on fixtures with integral traps. 2. Exception: Omit trap on indirect wastes, unless otherwise indicated. T. Install disposer in outlet of sinks indicated to have disposer. Install switch where indicated or in wall adjacent to sink if location is not indicated. U. Install escutcheons at piping wall ceiling penetrations in exposed, finished locations and within cabinets and millwork. Use deep -pattern escutcheons if required to conceal protruding fittings. V. Seal joints between fixtures and walls, floors, and counters using sanitary -type, one- part, mildew - resistant, silicone sealant. Match sealant color to fixture color. W. Install undercounter trap and water gaurds at all accessible lavatories and fixtures. 3.3 CONNECTIONS A. Piping installation requirements are specified in other Division 15 Sections. Drawings indicate general arrangement of piping, fittings, and specialties. B. Connect water supplies from water distribution piping to fixtures. C. Connect drain piping from fixtures to drainage piping. D. Supply and Waste Connections to Plumbing Fixtures: Connect fixtures with water supplies, stops, risers, traps, and waste piping. Use size fittings required to match fixtures. Connect to plumbing piping. 3.4 FIELD QUALITY CONTROL A. Verify that installed fixtures are categories and types specified for locations where installed. B. Check that fixtures are complete with trim, faucets, fittings, and other specified components. C. Inspect installed fixtures for damage. Replace damaged fixtures and components. PLUMBING FIXTURES 15410-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER 104 NAPLES, FLORIDA D. Test installed fixtures after water systems are pressurized for proper operation. Replace malfunctioning fixtures and components, then retest. Repeat procedure until units operate properly. 3.5 CLEANING A. Clean fixtures, faucets, and other fittings with manufacturers' recommended cleaning methods and materials. Do the following: 1. Remove faucet spouts and strainers, remove sediment and debris, and reinstall strainers and spouts. 2. Remove sediment and debris from drains. 3.6 PROTECTION A. Provide protective covering for installed fixtures and fittings. B. Do not allow use of fixtures for temporary facilities unless approved in writing by Owner. END OF SECTION 15410 PLUMBING FIXTURES 15410-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A „r,k SECTION 15485 - ELECTRIC, DOMESTIC WATER HEATERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following for domestic water systems: 1. Household, electric water heaters. 2. Commercial, electric water heaters. 3. Compression tanks. 4. Accessories. - 1.3 SUBMITTALS A. Product Data: For each type and size of water heater. Include rated capacities; shipping, installed, and operating weights; furnished specialties; and accessories. B. Maintenance Data: For water heaters to include in maintenance manuals specified in Division 1. C. Warranties: Provide for minimum of 5 year warranty of hot water heaters. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain same type of water heaters through one source from a single manufacturer. B. Product Options: Drawings indicate size, profiles, and dimensional requirements of water heaters and are based on specific units indicated. Other manufacturers' products complying with requirements may be considered. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by testing agency acceptable to authorities having jurisdiction, and marked for intended use. ELECTRIC, DOMESTIC WATER HEATERS 15485-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 0 N 1.5 WARRANTY A. General Warranty: Provide owner with minimum 5 year warranty on electric water heater. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Storage, Electric Water Heaters: a. Lochinvar Corp. b. Smith: A. O. Smith Water Products Co. C. State Industries. 2. Point -of -Use, Tankless, Electric Water Heaters: a. Chronomite Laboratories, Inc. b. Eemax, Inc. C. Electric Heater Co. d. HESco Industries, Inc. e. Hot Aqua, Inc. f. IMI Santon, Ltd. g. Keltech, Inc. h. Niagara Industries. i. PVI Industries, Inc. j. STIEBEL ELTRON, Inc. 3. Commercial, Storage, Electric Water Heaters: a. Lochinvar Corp. b. Smith: A. O. Smith Water Products Co. C. State Industries. 4. Compression Tanks: a. Amtrol, Inc. ELECTRIC, DOMESTIC WATER HEATERS 15485-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA - b. Smith: A. O. Smith; Aqua -Air Div. C. State Industries. d. Taco, Inc. e. Zurn Industries, Inc.; Wilkins Div. 2.2 STORAGE, ELECTRIC WATER HEATERS 10A A. Description: Comply with UL 174. B. Storage Tank Construction: Steel with 150 psig working - pressure rating. 1. Tappings: Factory fabricated of materials compatible with tank for piping connections, relief valve, drain, anode rod, and controls as required. Attach tappings to tank before testing and labeling. Include ASME B 1.20.1, pipe thread. - 2. Interior Finish: Materials and thicknesses complying with NSF 61, barrier materials for potable -water tank linings. Extend finish into and through tank fittings and outlets. - 3. Insulation: Comply with ASHRAE 90. Surround entire storage tank except connections and controls. 4. Jacket: Steel, with enameled finish. C. Heating Elements: One or Two electric, screw -in, immersion type as scheduled on plans. 1. Temperature Control: Adjustable thermostat for each element with wiring arrangement for nonsimultaneous operation. D. Drain Valve: ASSE 1005, factory installed. E. Heat Trap: Factory - installed, integral piping arrangement or cold -type inlet and hot - type outlet fittings complying with ASHRAE 90.2. 2.3 POINT -OF -USE, TANKLESS, ELECTRIC WATER HEATERS A. Description: Comply with UL 499. B. Construction: Without hot -water storage. 1. Working - Pressure Rating: 150 psig. 2. Tappings: ASME B1.20.1, pipe thread. 3. Interior Finish: Materials complying with NSF 61, barrier materials for potable - water tank linings. 4. Jacket: Aluminum or steel, with enameled finish, or plastic. C. Heating System: Electric- resistance type. ELECTRIC, DOMESTIC WATER HEATERS 15485-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA ION 1. Temperature Control: Adjustable thermostat. 2. Temperature Control: Factory-set, temperature - control thermostat for fixed, outlet -water temperature. 3. Temperature Control: Flow - control fitting in inlet piping. 4. Safety Control: Automatic, high - temperature -limit cutoff device or system. D. Mounting: Bracket or device for wall mounting. 2.4 COMMERCIAL, STORAGE, ELECTRIC WATER HEATERS A. Description: Comply with UL 1453. B. Storage Tank Construction: ASME approved steel with 125 psig working- pressure rating. L Tappings: Factory fabricated of materials compatible with tank for piping connections, relief valve, pressure gage, thermometer, drain, anode rods, and controls as required. Attach tappings to tank shell before testing and labeling. a. NPS 2 and Smaller: Threaded ends according to ASME B1.20.1, pipe threads. b. NPS 2 -1/2 and Larger: Flanged ends according to ASME B16.5 for steel and stainless -steel flanges and according to ASME B16.24 for copper and copper -alloy flanges. 2. Interior Finish: Materials and thicknesses complying with NSF 61, barrier materials for potable -water tank linings. Extend finish into and through tank fittings and outlets. 3. Insulation: Comply with ASHRAE 90.1. Surround entire storage tank except connections and controls. 4. Jacket: Steel, with enameled finish. C. Heating Elements: Electric, screw -in or bolt -on, immersion type arranged in multiples of three. 1. Exception: Water heaters up to 9 -kW input may have 2 or 3 elements. 2. Staging: Input not exceeding 18 kW per step. 3. Temperature Control: Adjustable immersion thermostat. 4. Safety Controls: Automatic, high - temperature -limit and low -water cutoff devices or systems. D. Drain Valve: ASSE 1005, corrosion- resistant metal, factory installed. ELECTRIC, DOMESTIC WATER HEATERS 15485-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 2.5 COMPRESSION TANKS A. Description: Steel, pressure -rated tank constructed with welded joints and factory- installed, butyl- rubber diaphragm. Include air precharge to minimum system - operating pressure at tank. B. Construction: 125 psig working- pressure rating. C. Tappings: Factory - fabricated steel, welded to tank before testing and labeling. Include ASME B 1.20.1, pipe thread. D. Tank Interior Finish: Materials and thicknesses complying with NSF 61, barrier materials for potable -water tank linings. Extend finish into and through tank fittings and outlets. E. Air - Charging Valve: Factory installed. 2.6 WATER HEATER ACCESSORIES A. Combination Temperature and Pressure Relief Valves: ASME rated and stamped and complying with ASME PTC 25.3. Include relieving capacity at least as great as heat input and include pressure setting less than water heater working - pressure rating. Select relief valve with sensing element that extends into tank. 1. Option: Separate temperature and pressure relief valves are acceptable instead of combination relief valve. 2. Exception: Omit combination temperature and pressure relief valve for tankless water heater, and furnish pressure relief valve for installation in piping. B. Pressure Relief Valves: ASME rated and stamped and complying with ASME PTC 25.3. Include pressure setting less than heat - exchanger working - pressure rating. C. Vacuum Relief Valves: Comply with ASME PTC 25.3. Furnish for installation in piping. 1. Exception: Omit if water heater has integral vacuum - relieving device. D. Drain Pans: Corrosion - resistant metal with raised edge. Include dimensions not less than base of water heater and include drain outlet not less than NPS 1" E. Piping Manifold Kits: Water heater manufacturer's factory- fabricated inlet and outlet piping arrangement for multiple -unit installation. Include piping and valves for field - assembly that is capable of isolating each water heater and of providing balanced flow through each water heater. ELECTRIC, DOMESTIC WATER HEATERS 15485-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA O . PART 3 - EXECUTION 3.1 WATER HEATER SUPPORT A. Install concrete bases and galvanized steel support stands under each water heater. Field coordinate exact dimension requirements for supports of each water heater. 3.2 WATER HEATER INSTALLATION A. Install commercial water heaters on concrete bases. 1. Exception: Omit concrete bases for commercial water heaters if installation on stand, bracket, suspended platform, or direct on floor is indicated. B. Install water heaters, level and plumb, according to layout drawings, original design, and referenced standards. Maintain manufacturer's recommended clearances. Arrange units so controls and devices needing service are accessible. C. Anchor water heaters to substrate. D. Install temperature and pressure relief valves in top portion of storage tanks. Use relief valves with sensing elements that extend into tanks. Extend relief valve outlet with water piping in continuous downward pitch and discharge onto closest floor drain. E. Install pressure relief valves in water piping for water heaters without storage. Extend relief valve outlet with water piping in continuous downward pitch and discharge onto closest floor drain, mop sink or floor sink as indicated on drawings. F. Install vacuum relief valves in cold - water -inlet piping. G. Install water heater drain piping as indirect waste to spill into open drains, mop sinks or over floor drains as indicated on plans. H. Assemble and install inlet and outlet piping manifold kits for multiple water heaters. Fabricate, modify, or arrange manifolds for balanced water flow through each water heater. Include shutoff valve, and thermometer in each water heater inlet and outlet, and throttling valve in each water heater outlet. Install piping -type heat traps on inlet and outlet piping of water heater storage tanks without integral or fitting -type heat traps. Fill water heaters with water. K. Charge compression tanks with air. ELECTRIC, DOMESTIC WATER HEATERS 15485-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER JOA NAPLES, FLORIDA 3.3 CONNECTIONS A. Install piping adjacent to machine to allow service and maintenance. B. Connect hot- and cold -water piping with shutoff valves and unions. Connect hot- water- circulating piping with shutoff valve, check valve, and union. C. Make connections with dielectric fittings where piping is made of dissimilar metal. D. Electrical Connections: Power wiring and disconnect switches are specified in Division 16 Sections. Arrange wiring to allow unit service. END OF SECTION 15485 ELECTRIC, DOMESTIC WATER HEATERS 15485-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 15738 - SPLIT - SYSTEM AIR - CONDITIONING UNITS PART 1 - GENERAL 1.1 RELATED DOCUMENTS 0 A A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes split - system air- conditioning consisting of separate evaporator - fan and compressor- condenser components. Units are designed for exposed or concealed mounting, and may be connected to ducts. 1.3 DEFINITIONS A. Evaporator -Fan Unit: The part of the split- system air - conditioning unit that contains a coil for cooling (heat rejection for heating operation in heat pump units) and a fan to circulate air to conditioned space. B. Compressor- Condenser Unit: The part of the split - system air - conditioning unit that contains a refrigerant compressor and a coil for condensing refrigerant (evaporator for heating operation in heat pump units ). 1.4 SUBMITTALS A. Product Data: Include rated capacities; shipping, installed, and operating weights; furnished specialties; and accessories for each type of product indicated. Include _. performance data in terms of capacities, outlet velocities, static pressures, sound power characteristics, motor requirements, and electrical characteristics. B. Shop Drawings: Diagram power, signal, and control wiring and differentiate between manufacturer - installed and field - installed wiring. C. Maintenance Data: For split - system air - conditioning units, include maintenance manuals for all equipment installed. SPLIT - SYSTEM AIR - CONDITIONING UNITS 15738-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A 1.5 QUALITY ASSURANCE A. Product Options: Drawings indicate size, profiles, and dimensional requirements of split - system units and are based on the specific system indicated. Other manufacturers' systems with equal performance characteristics may be considered. Where substituted equipment is utilized, whether approved or not contractor shall be held responsible for ensuring that equipment conforms to space allowed. Contractor shall be held responsible for replacement of any substituted equipment not complying with space requirements. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article'l00, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Carrier Air Conditioning; Div. of Carrier Corp. 2. Addison Company 3. Trane Co. (The); Unitary Products Group. 4. York International Corp. 2.2 CONCEALED EVAPORATOR -FAN COMPONENTS A. Chassis: Galvanized steel with flanged edges, removable panels for servicing, and insulation on back of panel. 1. Insulation: Faced, glass -fiber duct liner. 2. Drain Pans: Galvanized steel, with connection for drain; insulated. B. Refrigerant Coil: Copper tube, with mechanically bonded aluminum fins, complying with ARI 210/240, and with thermal- expansion valve. SPLIT - SYSTEM AIR - CONDITIONING UNITS 15738-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA C. Electric Coil: Helical, nickel- chrome, resistance -wire heating elements with refractory ceramic support bushings; automatic -reset thermal cutout; built -in magnetic contactors; manual-reset thermal cutout; airflow proving device; and one -time fuses in terminal box for overcurrent protection. _4 D. Fan: Forward- curved, double -width wheel of galvanized steel; directly connected to motor. E. Wiring Terminations: Connect motor to chassis wiring with plug connection. 2.3 WALL- OR CEILING - MOUNTED, EVAPORATOR -FAN COMPONENTS A. Cabinet: Enameled steel with removable panels on front and ends, and discharge drain pans with drain connection. B. Refrigerant Coil: Copper tube, with mechanically bonded aluminum fins, complying with ARI 210/240, and with thermal- expansion valve. C. Electric Coil: Helical, nickel- chrome, resistance -wire heating elements with refractory ceramic support bushings; automatic -reset thermal cutout; built -in magnetic contactors; manual -reset thermal cutout; airflow proving device; and one -time fuses in terminal box for overcurrent protection. 2.4 AIR- COOLED, COMPRESSOR - CONDENSER COMPONENTS A. Casing: Steel, finished with baked enamel, with removable panels for access to controls, weep holes for water drainage, and mounting holes in base. Provide brass service valves, fittings, and gage ports on exterior of casing. B. Compressor: Hermetically sealed with crankcase heater and mounted on vibration isolation. Compressor motor shall have thermal- and current- sensitive overload devices, start capacitor, relay, and contactor. 1. Compressor Type: Recipricating or Scroll 2. Two -speed compressor motor with manual -reset high- pressure switch and automatic -reset low - pressure switch. C. Refrigerant Coil: Copper tube, with mechanically bonded aluminum fins, complying with ARI 210/240, or Aluminum tube with Aluminum Spine Fins. D. Fan: Aluminum - propeller type, directly connected to motor. E. Motor: Permanently lubricated, with integral thermal - overload protection. F. Low Ambient Kit: Permits operation down to 45 deg F or as scheduled. SPLIT - SYSTEM AIR - CONDITIONING UNITS 15738-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA G. Mounting Base: Polyethylene. PART 3 - EXECUTION 3.1 INSTALLATION A. Install units level and plumb. B. Install evaporator -fan components using manufacturer's standard mounting devices securely fastened to building structure. C. Install ground - mounted, compressor- condenser components on 4 inch thick, reinforced concrete base; 4 inches larger on each side than unit. D. Connect precharged refrigerant tubing to component's quick - connect fittings. Install tubing to allow access to unit. 3.2 FIELD QUALITY CONTROL A. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. B. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. Remove malfunctioning units, replace with new components, and retest. C. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. 3.3 COMMISSIONING A. Verify that units are installed and connected according to the Contract Documents. B. Lubricate bearings, adjust belt tension, and change filters. C. Perform startup checks according to manufacturer's written instructions and do the following: 1. Fill out manufacturer's checklists. 2. Check for unobstructed airflow over coils. 3. Check operation of condenser capacity - control device. 4. Verify that vibration isolation devices and flexible connectors dampen vibration transmission to structure. SPLIT- SYSTEM AIR - CONDITIONING UNITS 15738-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 15815 - METAL DUCTS PART 1 - GENERAL IONr*w 1.1 SECTION INCLUDES A. Rectangular, round, and flat -oval metal ducts and plenums for heating, ventilating, and air - conditioning systems in pressure classes from minus 2 to plus 10 inch wg. 1.2 DEFINITIONS A. Thermal Conductivity and Apparent Thermal Conductivity (k- Value): As defined in ASTM C 168. In this Section, these values are the result of the formula Btu x in./h x sq. ft. x deg F or W/m x K at the temperature differences specified. Values are expressed as Btu or W. Example: Apparent Thermal Conductivity (k- Value): 0.26 or 0.037. 1.3 SYSTEM DESCRIPTION A. Duct system design, as indicated, has been used to select and size air- moving and - distribution equipment and other components of air system. Changes to layout or configuration of duct system must be specifically approved in writing by Architect/Engineer. 1.4 QUALITY ASSURANCE - A. Comply with NFPA 90A, "Installation of Air Conditioning and Ventilating Systems," unless otherwise indicated. B. Comply with NFPA 90B, "Installation of Warm Air Heating and Air Conditioning Systems," unless otherwise indicated. C. Comply with NFPA 96 for all ductwork utilized for kitchen exhaust hood systems. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver sealant and firestopping materials to site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and mixing instructions for multicomponent materials. METAL DUCTS 15815 - 1 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A , NAPLES, FLORIDA B. Store and handle sealant and firestopping materials according to manufacturer's written recommendations. PART 2 - PRODUCTS 2.1 SHEET METAL MATERIALS A. Galvanized, Sheet Steel: Lock - forming quality; ASTM A 653/A 653M, G90 coating designation; mill - phosphatized finish for surfaces of ducts exposed to view. B. Reinforcement Shapes and Plates: Galvanized steel reinforcement where installed on galvanized, sheet metal ducts. 2.2 SEALANT MATERIALS A. Joint and Seam Sealants, General: The term "sealant" is not limited to materials of adhesive or mastic nature but includes tapes and combinations of open -weave fabric strips and mastics. 1. Joint and Seam Sealant: One -part, nonsag, solvent - release- curing, polymerized butyl sealant, formulated with a minimum of 75 percent solids. 2. Flanged Joint Mastics: One -part, acid - curing, silicone, elastomeric joint sealants, complying with ASTM C 920, Type S, Grade NS, Class 25, Use O. 2.3 HANGERS AND SUPPORTS A. Building Attachments: Concrete inserts, powder - actuated fasteners, or structural- steel fasteners appropriate for building materials. 1. Use powder - actuated concrete fasteners for standard- weight aggregate concretes or for slabs more than 4 inches thick. 2. Exception: Do not use powder - actuated concrete fasteners for lightweight - aggregate concretes or for slabs less than 4 inches thick. B. Hanger Materials: Galvanized, sheet steel or round, threaded steel rod. 1. Hangers Installed in Corrosive Atmospheres: Electrogalvanized, all- thread rod or galvanized rods with threads painted after installation. 2. Straps and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards- -Metal and Flexible" for sheet steel width and thickness and for steel rod diameters. C. Duct Attachments: Sheet metal screws, blind rivets, or self - tapping metal screws; compatible with duct materials. METAL DUCTS 15815-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER JOA NAPLES, FLORIDA D. Trapeze and Riser Supports: Steel shapes complying with ASTM A 36/A 36M. 1. Supports for Galvanized -Steel Ducts: Galvanized steel shapes and plates. 2.4 RECTANGULAR DUCT FABRICATION A. Fabricate ducts, elbows, transitions, offsets, branch connections, and other construction with galvanized, sheet steel, according to SMACNA's "HVAC Duct Construction Standards - -Metal and Flexible." Comply with requirements for metal thickness, reinforcing types and intervals, tie -rod applications, and joint types and intervals. 1. Lengths: Fabricate rectangular ducts in lengths appropriate to reinforcement and rigidity class required for pressure classification. 2. Materials: Free from visual imperfections such as pitting, seam marks, roller marks, stains, and discolorations. B. Static - Pressure Classifications: Unless otherwise indicated, construct ducts to the following: 1. Supply Ducts: 2 inch wg. 2. Return Ducts: 2 inch wg., negative pressure. 3. Exhaust Ducts: 2 inch wg., negative pressure. 2.5 ROUND AND FLAT -OVAL DUCT FABRICATION A. Diameter as applied to flat -oval ducts in this Article is the diameter of the size of round duct that has a circumference equal to perimeter of a given size of flat -oval duct. B. Round Ducts: Fabricate supply ducts of galvanized steel according to SMACNA's "HVAC Duct Construction Standards - -Metal and Flexible." Pressure classification of ductwork shall be equal to that specified in rectangular duct section. PART 3 - EXECUTION 3.1 DUCT INSTALLATION A. Duct installation requirements are specified in other Division 15 Sections. Drawings indicate general arrangement of ducts, fittings, and accessories. B. Construct and install each duct system for the specific duct pressure classification expected in system at its' particular location. METAL DUCTS 15815-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A C. Install round and flat -oval ducts in lengths not less than 12 feet, unless interrupted by fittings. D. Install ducts with fewest possible joints. E. Install fabricated fittings for changes in directions, changes in size and shape, and connections. F. Install couplings tight to duct wall surface with a minimum of projections into duct. G. Install ducts, unless otherwise indicated, vertically and horizontally, parallel and perpendicular to building lines; avoid diagonal runs. H. Install ducts close to walls, overhead construction, columns, and other structural and permanent enclosure elements of building. I. Conceal ducts from view in finished spaces. Do not encase horizontal runs in solid partitions, unless specifically indicated. J. Coordinate layout with suspended ceiling, fire- and smoke - control dampers, lighting layouts, and similar finished work. K. Electrical Equipment Spaces: Route ductwork to avoid passing through transformer vaults and electrical equipment spaces and enclosures. L. Non - Fire -Rated Partition Penetrations: Where ducts pass through interior partitions and exterior walls, and are exposed to view, conceal space between construction opening and duct or duct insulation with sheet metal flanges of same metal thickness as duct. Overlap opening on four sides by at least 1 -1/2 inches. M. Fire -Rated Partition Penetrations: Where ducts pass through interior partitions and exterior walls, install appropriately rated fire damper, sleeve, and firestopping sealant. 3.2 SEAM AND JOINT SEALING A. Seal duct seams and joints according to the duct pressure class indicated and as described in SMACNA's "HVAC Duct Construction Standards - -Metal and Flexible." Seal all ducts to SMACNA seal class B. 3.3 Seal externally insulated ducts before insulation installation. METAL DUCTS 15815-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 3.4 INSULATION A. All ductwork shall be externally insulated with a minimum of 2" fiberglass insulation with external foil jacketing. No fiberglass ductwork may be in air stream. 3.5 HANGING AND SUPPORTING A. Install rigid round, rectangular, and flat -oval metal duct with support systems indicated in SMACNA's "HVAC Duct Construction Standards - -Metal and Flexible." B. Support horizontal ducts within 24 inches of each elbow and within 48 inches of each branch intersection. 3.6 CONNECTIONS A. For branch, outlet and inlet, and terminal unit connections, comply with SMACNA's "HVAC Duct Construction Standards- -Metal and Flexible." 3.7 CLEANING A. During system installation inspect the system for dirt and debris. Vacuum ducts before final acceptance to remove dust and debris as required. END OF SECTION 15815 METAL DUCTS 15815-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 15845 - AIR TERMINALS PART 1 - GENERAL 1.1 RELATED DOCUMENTS 10 "! A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Single -duct variable air volume devices 1.3 SUBMITTALS A. Product Data: Include rated capacities; shipping, installed, and operating weights; furnished specialties; and accessories for each model indicated. Include a schedule showing drawing designation, room location, number furnished, model number, size, and accessories furnished. B. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, loadings, required clearances, method of field assembly, components, and location and ~- size of each field connection. 1. Wiring Diagrams: Detail wiring for power, signal, and control systems and - differentiate between manufacturer - installed and field - installed wiring. C. Maintenance Data: List of parts for each type of air terminal and troubleshooting maintenance guide to include in the maintenance manuals specified in Division 1. 1.4 QUALITY ASSURANCE A. Product Options: Drawings and schedules indicate requirements of air terminals and are based on specific systems indicated. Other manufacturers' systems with equal performance characteristics may be considered. B. Listing and Labeling: Provide electrically operated air terminals specified in this Section that are listed and labeled. 1. The Terms "Listed" and "Labeled ": As defined in NFPA 70, Article 100. AIR TERMINALS 15845- 1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10 A 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" as defined in OSHA Regulation 1910.7. C. NFPA Compliance: Install air terminals according to NFPA 90A, "Standard for the Installation of Air Conditioning and Ventilating Systems." D. Comply with NFPA 70 for electrical components and installation. PART 2- PRODUCTS 2.1 2.2 2.3 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering air terminals that may be incorporated into the Work include, but are not limited to, the following: 1. Titus 2. Envirotec 3. Krueger 4. The Trane Company 5. E.H. Price 6. Metal -Aire Industries SINGLE -DUCT VARIABLE AIR VOLUME BOXES A. Configuration: Volume - damper assembly inside unit casing. Locate control components inside protective metal shroud. No fiberglass insulation is acceptable in air terminal. Provide with foam or foil faced interior lining. B. Plenum Air Inlets: Round stub connections. C. Plenum Air Outlets: S -slip and drive connections. D. Access: Removable panels to permit access to dampers and other parts requiring service, adjustment, or maintenance; with airtight gasket and quarter -tum latches. E. Volume Damper: Construct of galvanized steel with peripheral gasket and self - lubricating bearings. a SOURCE QUALITY CONTROL Testing Requirements: Test and rate air terminals according to ARI880, "Industry Standard for Air Terminals." AIR TERMINALS 15845-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER s NAPLES, FLORID A 10A B. Identification: Label each air terminal with plan number, nominal airflow, maximum and minimum factory-set airflows, coil type, and ARI certification seal. PART 3 - EXECUTION 3.1 INSTALLATION A. Install air terminals level and plumb, according to manufacturer's written instructions, rough -in drawings, original design, and referenced standards; and maintain sufficient clearance for normal service and maintenance. 3.2 CLEANING A. After completing system installation, including outlet fittings and devices, inspect exposed finish. Remove burrs, dirt, and construction debris, and repair damaged finishes. 3.3 COMMISSIONING A. Verify that installation of each air terminal is according to the Contract Documents. B. Check that inlet duct connections are as recommended by air terminal manufacturer to achieve proper performance. C. Check that controls and control enclosure are accessible. D. Verify that control connections are complete. E. Check that nameplate and identification tag are visible. F. Verify that controls respond to inputs as specified. G. Verify proper electrical service to terminal units supplied with electric heaters and electric heaters have service access requirements per N.E.C. END OF SECTION 15845 AIR TERMINALS 15845-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 15855 - DIFFUSERS, REGISTERS, AND GRILLES PART 1 - GENERAL 10A -,",IV 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes ceiling- and wall - mounted diffusers, registers, and grilles. 1.3 DEFINITIONS A. Diffuser: Circular, square, or rectangular air distribution outlet, generally located in the ceiling and comprised of deflecting members discharging supply air in various directions and planes and arranged to promote mixing of primary air with secondary room air. B. Grille: A louvered or perforated covering for an opening in an air passage, which can be located in a sidewall, ceiling, or floor. C. Register: A combination grille and damper assembly over an air opening. 1.4 SUBMITTALS A. Product Data: For each model indicated, include the following: 1. Data Sheet: For each type of air outlet and inlet, and accessory furnished; indicate construction, finish, and mounting details. 2. Performance Data: Include throw and drop, static - pressure drop, and noise ratings for each type of air outlet and inlet. 3. Schedule of diffusers, registers, and grilles indicating drawing designation, room location, quantity, model number, size, and accessories furnished. 4. Assembly Drawing: For each type of air outlet and inlet; indicate materials and methods of assembly of components. DIFFUSERS, REGISTERS, AND GRILLES 15855 - 1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA f 1.5 QUALITY ASSURANCE A. Product Options: Drawings and schedules indicate specific requirements of diffusers, registers, and grilles and are based on the specific requirements of the systems indicated. Other manufacturers` products with equal performance characteristics may be considered. B. NFPA Compliance: Install diffusers, registers, and grilles according to NFPA 90A, "Standard for the Installation of Air - Conditioning and Ventilating Systems." PART2- PRODUCTS 2.1 2.2 MANUFACTURED UNITS A. Diffusers, registers, and grilles are scheduled on Drawings. SOURCE QUALITY CONTROL A. Testing: Test performance according to ASHRAE 70, "Method of Testing for Rating the Performance of Air Outlets and Inlets." B. Manufacturers: Select grilles and registers equal to those specified on construction drawings by one of the following approved manufacturers. 1. E.H. Price 2. Krueger Industries 3. Metal -Aire, Inc. 4. Titus PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas where diffusers, registers, and grilles are to be installed for compliance with requirements for installation tolerances and other conditions affecting performance of equipment. Do not proceed with installation until unsatisfactory conditions have been corrected. DIFFUSERS, REGISTERS, AND GRILLES 15855-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA I 0A "�# 3.2 INSTALLATION A. Install diffusers, registers, and grilles level and plumb, according to manufacturer's written instructions, Coordination Drawings, original design, and referenced standards. Where existing diffusers are relocated or reused, clean existing diffuser. If diffuser is defective, provide new diffuser equal to defective diffuser. B. Ceiling - Mounted Outlets and Inlets: Drawings indicate general arrangement of ducts, fittings, and accessories. Air outlet and inlet locations have been indicated to achieve design requirements for air volume, noise criteria, airflow pattern, throw, and -- pressure drop. Make final locations where indicated, as much as practicable. For units installed in lay -in ceiling panels, locate units in the center of the panel. Where architectural features or other items conflict with installation, notify Architect for a determination of final location. Cross - reference location of diffusers in ceiling on mechanical plans with architectural reflected ceiling plans. Where architectural ceiling plans differ from mechanical plans refer conflict to architect. C. Install diffusers, registers, and grilles with airtight connection to ducts and to allow service and maintenance of dampers, air extractors, and fire dampers. 3.3 ADJUSTING A. After installation, adjust diffusers, registers, and grilles to air patterns indicated, or as directed, before starting air balancing. 3.4 CLEANING A. After installation of diffusers, registers, and grilles, inspect exposed finish. Clean exposed surfaces to remove burrs, dirt, and smudges. Replace diffusers, registers, and grilles that have damaged finishes. Where filter grilles are indicated provide with new clean filter grille installed in grille prior to turning over systems to owner. END OF SECTION 15855 DIFFUSERS, REGISTERS, AND GRILLES 15855 -3 COLLIER COUNTY UTILITIES OPERATIONS C ENTER 10A NAPLES, FLORIDA SECTION 15990 - TESTING, ADJUSTING, AND BALANCING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes testing, adjusting, and balancing HVAC systems to produce design objectives, including the following: 1. Balancing airflow and within distribution systems, including submains, branches, and terminals, to indicated quantities according to specified tolerances. 2. Adjusting total HVAC systems to provide indicated quantities. 3. Setting quantitative performance of HVAC equipment. 4. Verifying that automatic control devices are functioning properly. 5. Reporting results of the activities and procedures specified in this Section. 1.3 DEFINITIONS A. Adjust: To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. B. Balance: To proportion flows within the distribution system, including submains, branches, and terminals, according to design quantities. C. Procedure: An approach to and execution of a sequence of work operations to yield repeatable results. D. Report Forms: Test data sheets for recording test data in logical order. E. Static Head: The pressure due to the weight of the fluid above the point of measurement. In a closed system, static head is equal on both sides of the pump. F. Terminal: A point where the controlled medium, such as fluid or energy, enters or leaves the distribution system. G. Test: A procedure to determine quantitative performance of a system or equipment. TESTING, ADJUSTING, AND BALANCING 15990-1 k' COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA JOA 4 1.4 QUALITY ASSURANCE A. Agent Qualifications: Engage a testing, adjusting, and balancing agent certified by AABC or NEBB, or whose sole practice is the testing and balancing of similar size systems with a minimum of 4 years experience in similar size project. 1.5 COORDINATION A. Coordinate the efforts of factory- authorized service representatives for systems and equipment, HVAC controls installers, and other mechanics to operate HVAC systems and equipment to support and assist testing, adjusting, and balancing activities. B. Notice: Provide 7 days' advance notice for each test. Include scheduled test dates and times. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 EXAMINATION A. Examine Contract Documents to become familiar with project requirements and to discover conditions in systems' designs that may preclude proper testing, adjusting, and balancing of systems and equipment. B. Examine approved submittal data of HVAC systems and equipment. C. Examine systems for functional deficiencies that cannot be corrected by adjusting and balancing. D. Examine air- handling equipment to ensure clean filters have been installed, bearings are greased, belts are aligned and tight, and equipment with functioning controls is ready for operation. E. Examine terminal units, such as variable- air - volume boxes and mixing boxes, to verify that they are accessible and their controls are connected and functioning. F. Examine equipment for installation and for properly operating safety interlocks and controls. G. Examine automatic temperature system components to verify the following: TESTING, ADJUSTING, AND BALANCING 15990-2 i w COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1. Dampers and other controlled devices operate by the intended controller. 2. Dampers are in the position indicated by the controller. 3. Integrity of dampers for free and full operation and for tightness of fully closed and fully open positions. 4. Temperature Sensors are located to avoid adverse effects of sunlight, drafts, and cold walls. 5. Sensors are located to sense only the intended conditions. 6. Sequence of operation for control modes is according to the Contract Documents. 7. Controller set points are set at design values. Observe and record system reactions to changes in conditions. Record default set points if different from design values. 8. Interlocked systems are operating. 9. Changeover from heating to cooling mode occurs according to design values. H. Report deficiencies discovered before and during performance of testing, adjusting, and balancing procedures. 3.2 FUNDAMENTAL AIR SYSTEMS' BALANCING PROCEDURES A. For variable - air - volume systems, develop a plan to simulate diversity. Verify proper operation of variable air volume and fan terminal units for cooling and heating conditions. B. Determine the best locations in main and branch ducts for accurate duct airflow measurements. C. Locate start-stop and disconnect switches, electrical interlocks, and motor starters. D. Check dampers for proper position to achieve desired airflow path. E. Check for airflow blockages and excessively leaky ducts. 3.3 TEMPERATURE- CONTROL VERIFICATION A. Verify that controllers are calibrated and commissioned. B. Check transmitter and controller locations and note conditions that would adversely affect control functions. C. Record controller settings and note variances between set points and actual y measurements. D. Verify operation of limiting controllers (i.e., high- and low- temperature controllers). TESTING, ADJUSTING, AND BALANCING 15990-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 10A E. Verify free travel and proper operation of control devices such as damper and valve operators. F. Record voltages of power supply and controller output. Determine if the system operates on a grounded or nongrounded power supply. G. Note operation of electric actuators using spring return for proper fail -safe operations. 3.4 TOLERANCES A. Set HVAC system airflow and water flow rates within the following tolerances: 1. Air Outlets and Inlets: 0 to minus 10 percent. 3.5 FINAL REPORT A. General: Typewritten, or computer printout in letter- quality font, on standard bond paper, in 3 -ring binder, tabulated and divided into sections by tested and balanced systems. B. Include a certification sheet in front of binder signed and sealed by the certified testing and balancing engineer. 1. Include a list of the instruments used for procedures, along with proof of calibration. C. General Report Data: In addition to the form titles and entries, include the following data in the final report, as applicable: 1. Title page. 2. Name and address of testing, adjusting, and balancing Agent. 3. Project name. 4. Project location. 5. Architect's name and address. 6. Engineer's name and address. 7. Contractor's name and address. 8. Report date. 9. Signature of testing, adjusting, and balancing Agent who certifies the report. 10. Summary of contents, including the following: a. Design versus final performance. b. Notable characteristics of systems. TESTING, ADJUSTING, AND BALANCING 15990-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 A rim NAPLES, FLORIDA - C. Description of system operation sequence if it varies from the Contract Documents. 11. Nomenclature sheets for each item of equipment. 12. Data for terminal units, including manufacturer, type size, and fittings. 13. Notes to explain why certain final data in the body of reports vary from design values. 14. Verify proper voltage and operation of outdoor condensing units. 15. Verify proper operation of hot gas bypass on outside air units under low load conditions. 16. Verify proper staging of condensing units or compressors on units operating on more than one stage of cooling. END OF SECTION 15990 TESTING, ADJUSTING, AND BALANCING 15990-5 l0A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16010 - SPECIAL REQUIREMENTS PART 1 - GENERAL 1.1 AUMLIARIES AND ACCESSORIES A. Include all auxiliaries and accessories for complete and properly operating systems. B. Provide and install all electrical systems and any necessary accessories as per NEC and local _ codes whether specified herein or shown on drawings or not. The content of these specifications (Division 16) and contract documents in general only refers to work required above and beyond the requirements of the NEC and applicable local codes. 1.2 LAYOUT OF WORK - A. Drawings are diagrammatic. Correlate final equipment locations with governing Architectural and Structural drawings. Lay out before installation so that all trades may install equipment in spaces available. Provide coordination as required for installation in a neat and workmanlike manner. 1.3 INVESTIGATION OF SITE A Check site and existing conditions thoroughly before bidding. Advise Engineer, in writing, of discrepancies or questions noted. 1.4 SUPERVISION OF THE WORK A Provide field superintendent who has had a minimum of four (4) years previous successful experience on projects of comparable sizes and complexity. Superintendent shall be present at all times that work under this Division is being installed or affected. Superintendent shall have passed a proctored H.H. Block Journeyman Exam and shall be a licensed Joumeyman. A resume of the Superintendent's experience shall be submitted to Engineer before starting work. At least one member of the Electrical Contracting Firm shall hold a State Master Certificate of Competency. 1.2 COORDINATION A Provide all required coordination and supervision where work connects to or is affected by work of others, and comply with all requirements affecting this Division. Work required under other divisions, specifications or drawings to be performed by this Division shall be coordinated with the Contractor and such work performed at no additional cost to Owner. SPECIAL REQUIREMENTS 16010-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER to NAPLES, FLORIDA B. Locate all openings required for work performed under this section. Provide sleeves, guards or other approved methods to allow passage of items installed under this section. 1.3 BASIS FOR WIRING DESIGN A. The drawings and specifications describe specific sizes of switches, breakers, fuses, conduits, -- conductors, motor starters and other items of wiring equipment. These sizes are based on specific items of power consuming equipment (heaters, fights, motors for fans, compressors, pumps, etc.). Wherever the contractor provides power consuming equipment which differs from drawings and specifications, the wiring and associated circuit components for such equipment shall be changed to proper sizes to match at no additional expense to the Owner. 1.4 PROVISIONS FOR OPENINGS A. Locate all openings required for work performed under this Division. Provide sleeves, guards or other approved methods to allow passage of items installed under this section. -_ B. Furnish to roofer all pitch pans required for electrical items which pierce roofwhether or not shown on drawings. Roof penetrations are to be waterproofed in such a manner that roofing guarantees are fully in force. 1.5 SURFACE MOUNTED EQUIPMENT A. Surface mounted fixtures, outlets, cabinets, conduit, panels, etc. shall have factory finish or shall be painted as directed by Engineer. Paint shall be in accordance with other applicable sections of these specifications. 1.6 PROTECTION AND CLEAN UP A. Suitably protect all equipment furnished under this Division during construction. Restore all damaged surfaces and items to "like new" condition before a request for substantial completion inspection. 1.7 MATERIALS A Reference: "General Conditions of the Contract ". B. Where several brand names, makes or manufactures are listed as acceptable, each shall be regarded as equally acceptable. Where a manufacturer's model number is listed, this model shall set the standard of quality and performance required. Where no brand name is specified, - the source and quality shall be subject to Engineer's review and acceptance. SPECIAL REQUIREMENTS 16010-2 l0A °Xj COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA - C. When a product is specified to be in accordance with a trade association or government standard, at the request of Engineer, Contractor shall furnish a certificate that the product complies with the referenced standard. Upon request of Engineer, Contractor shall submit - supporting test data to substantiate compliance. 1.8 SUBSTITUTIONS A Each bidder represents that his bid is based upon the materials and equipment described in the drawings and specifications. B. Submittal shall include the name of the material or equipment for which it is to be _ substituted, drawings, cuts, performance and test date and any other data or information necessary for the Engineer to determine that the equipment meets all specification and requirements. If the Engineer approves any proposed substitutions, such approval will be set forth in an addendum. C. All submittals that are part of a cost savings package shall include a line item cost reduction for each item. D. Substituted equipment or optional equipment where permitted and approved, must conform to space requirements. Any substituted equipment that cannot meet space requirements, whether approved or not, shall be replaced at the Contractor's expense. Any modifications of related systems as a result of substitutions shall be made at the - Contractor's expense. E. Samples shall be submitted for all substituted light fixtures, wiring devices, and other - items deemed necessary by the Engineer to determine that the substituted item meets all specifications and requirements before approval of substitutions can be made. F. Samples shall be submitted within 30 days after the award of the contract. 1.9 TECHNICAL INFORMATION BROWS AND SUBMITTALS A. Submit Technical Information Brochures at start of construction or within 30 days after _ Award of the Contract. Each brochure shall consist of an adequately sized, hard- cover, 3 -ring binder for 8 -1/2" x 11" sheets. Provide correct designation on outside cover and on end of brochure. When, in the judgment of the Engineer, one binder is not enough to adequately catalog all data, an additional binder will be required and data split as directed by the Engineer. B. First sheet in the brochure shall be an index page listing all equipment contained in the brochure which pertains to the project. Second sheet shall be prepared by the Contractor, and -- 1b010 - 3 SPECIAL REQUIREMENT'S COLLIER COUNTY UTILITIES OPERATIONS CENTER JOA NAPLES, FLORIDA - shall list manufacturer's authorized representative for this project. Third sheet shall list manufacturer's authorized maintenance company addresses for equipment on this project. C. Provide reinforced separation sheets tabbed with the appropriate specification reference number and typed index. for each section. D. Technical Information consisting of marked catalog sheets or shop drawings shall be inserted in the brochure in proper order on all items herein specified or shown on drawings. E. Shop Drawings 1. Drawings shall include identification ofproject and names ofArchitect, Engineer, General Contractor, subcontractor and/or supplier, data, number sequentially and indicated in general a. Fabrication and Erection dimensions. -- b. Arrangements and sectional views. c. Necessary details, including complete information for making connections with other work. d. Kinds of materials and finishes. e. Descriptive names of equipment. f. Modifications and options to standard equipment required by the contract. g. Leave blank area, size approximately 4 by 2 -1/2 inches, near title block (for Engineer's stamp imprint). h. In order to facilitate review of drawings, insofar as practicable, they shall be noted, indicating by cross reference the contract drawings, note, and/or specifications paragraph numbers where item(s) occur in the contract documents. See specific sections of specifications for further requirements. F. Product Data 1. Submit technical data verifying that the item submitted complies with the requirements of the specifications. Technical data shall include manufacturer's name and model number, dimensions, weights, electrical characteristics, and clearances required. Indicate all SPECIAL REQUIREMENTS 16010-4 l0A "* COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA optional equipment and changes from the standard item as called for in the specifications. Furnish drawings, or diagrams, dimensioned and in correct scale, covering equipment, showing arrangement of components and overall coordination. 2. In order to facilitate review of product data, insofar as practicable, they shall be noted, indicating by cross reference the contract drawings, note, and/or specification paragraph numbers where item(s) occur in the contract documents. 3. See specific sections of specifications for further requirements. G. Processing Submittals 1. Product Data a. For standard manufactured materials, products and items, submit in accordance with "General Conditions of the Contract ". 2. Note that the approval of shop drawings, or other information submitted in accordance with the requirements hereinbefore specified, does not assure that the Engineer, Architect, or any other Owner's Representative, attests to the dimensional accuracy or dimensional suitability of the material or equipment involved, the ability of the material or equipment involved or the Mechanical/Electrical performance of equipment. Approval of shop drawings does not invalidate the plans and specifications if in conflict, unless a letter requesting such change is submitted and approved on the Engineer's letterhead. H. Samples 1. When requested, furnish two samples of materials or equipment to General Contractor at their office, tagged, labeled, or marked, "Sample of ... for (PROTECT). Accompany samples with copy, in duplicate of manufacturer's instructions regarding installation, finishing and maintenance. I. Delays 1. Contractor is responsible for any delays in job progress accruing directly or indirectly from late submissions or resubmission of shop drawings, product data, or samples. 1.10 PROGRESS AND RECORD DRAWINGS A. Keep two sets of black or blue on white prints at the job site. Neatly mark up design _ drawings each day as components are installed reflecting any variations. Different colored pencils shall be used for different systems. All items on Progress Drawings shall be shown in 16010 - 5 SPECIAL REQUIREMENTS C COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA actual location installed. Change any equipment schedules to agree with items actually furnished. B. Prior to request for final payment furnish a set of "as built" mylar reproducibles and two prints of drawings to General Contractor. 1.11 OPERATING INSTRUCTIONS A.. Submit for checking a specific set of written operating instructions on each item which require instructions to operate. After approval, provide one copy for insertion in each Technical Information Brochure. 1.12 MAINTENANCE INSTRUCTIONS A. Submit for approval, maintenance information consisting of manufacturer's printed instructions and parts lists for each major item or equipment. After approval, insert information in each Technical Information Brochure. 1.13 SYSTEMS GUARANTEE A. The work required under this Division shall include a one -year guarantee. This guarantee shall be by the Contractor to the Owner for any defective workmanship or material which has been fiunished under this Contract at no cost to the Owner for a period of one year from the date of substantial completion of the System. This guarantee shall not include light bulbs in service after one month from date of Substantial Completion of the System. Explain the provisions of guarantee to the Owner at the "Demonstration of Completed System ". 1.14 FINAL INSPECTION A. All work on the System shall be completed and all forms and other information shall be submitted for approval one week before the request for final inspection of the building. 1.15 EQUIPMENT TO BE OF SINGLE MANUFACTURER A In general, all motor controls, switchboards, panelboards, dry type transformers, disconnect switches, circuit breakers, and manual motor starter switches are to be supplied and manufactured by same manufacturer, but must be submitted and approved equal to that specified. 1.16 CUTTING AND PATCHING SPECIAL REQUIREMENTS 16010-6 10 A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA A Supplementary Requirements: In addition to the General Conditions, any cutting ofwork in place shall be patched and decorated by such mechanics and in such a manner that the quality of workmanship and finish shall be compatible with that of adjacent construction. 1.17 GENERAL A Where the requirements of another Division, Section, or Part of these specifications exceed the requirements of this Division, those requirements shall govern. END OF SECTION SPECIAL REQUIREMENTS 16010-7 . 0 A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16025 - CODES, FEES, AND STANDARDS PART 1 - GENERAL 1.1 CODES AND FEES A. Install in accordance with latest edition of the National Electric Code and the regulations of governing local, State, County and other applicable codes, including the Utilities Company. Pay for all required licenses, fees and inspections. B. All work and equipment under this Division shall be in strict compliance with the applicable provisions of the latest editions of the following codes and standards: 1. Florida Building Code 2. National Fire Prevention Code (NFPA 1) 3. Life Safety Code (NFPA 10 1) 4. National Electrical Code (NFPA 70) 5. National Fire Alarm Code (NFPA 72) 6. National Electrical Safety Code (NBS Handbook 81) 7. Requirements of Local Power Company 1.2 STANDARDS A. All materials shall be new and free of defects, and shall be UL listed, bear the UL label or be labeled or listed with an approved, nationally recognized Electrical Testing Agency. Where no labeling or listing service is available for certain types of equipment, test data shall be submitted to prove to the Engineer that equipment meets or exceeds available standards. 1.3 UTILITY COMPANY FEES, CHARGES, COSTS A. It is the contractor's responsibility to contact the required Utility Company to determine if any fees, charges or costs will be due the Utility Company, as required by the Utility Company for temporary power, installations, hook -ups, etc. This fee, charge or cost shall be included in this contractor's bid price. END OF SECTION CODES, FEES, AND STANDARDS 16025-1 10 i• COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16060 - GROUNDING & BONDING PART 1 - GENERAL 1.1 WORK INCLUDED A. Power system grounding. B. Communication system grounding. C. Electrical equipment and raceway grounding and bonding. 1.2 SYSTEM DESCRIPTION A. Ground the electrical service system neutral at service entrance equipment to metallic water service and to supplementary grounding electrodes as indicated per NEC Article 250. B. Ground each separately - derived system neutral to nearest effectively grounded metallic water pipe and nearest effectively grounded building structural steel member. T C. Provide communications system grounding conductor at point of service entrance and connect to nearest effectively grounded metallic water pipe and nearest effectively grounded building structural steel member. D. Bond together system neutrals, service equipment enclosures, exposed non - current carrying metal parts of electrical equipment, metal raceway systems, grounding conductor in raceways and cables, receptacle ground connectors, and plumbing systems. E. All ground connections below grade shall be via the thermofusion process. PART 2 - PRODUCTS 2.1 MATERIALS A Ground Rods: Copper - encased steel, 3/4 inch diameter, minimum length 20 feet. PART 3 - EXECUTION 3.1 INSTALLATION A. Provide a separate, insulated equipment grounding conductor in feeder and branch circuits. GROUNDING & BONDING 16060-1 lOp COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA Terminate each end on a grounding lug, bus, or bushing. B. Connect grounding electrode conductors to metal water pipe using an approved ground clamp. Make connections to flanged piping at street side of flange. Provide bonding jumper around water meter. C. Supplementary Grounding Electrode: Use driven ground rods at transformer pads as indicated. Provide a minimum of four ground connections (1 /0 AWG) to the metal frame and/or reinforcing of all buildings. D. Use minimum #6 AWG copper conductor for communications service grounding conductor. Leave 10 feet slack conductor at terminal board. E. All ground connections at ground rods shall be thennofusion type. 3.2 FIELD QUALITY CONTROL A. Inspect grounding and bonding system conductors and connections for tightness and proper installation. B. Measure the ground resistance at each transformer pad and provide the Engineer with a written report. If the ground resistance exceeds 25 ohms, additional rods shall be installed until 25 ohms is achieved. END OF SECTION GROUNDING & BONDING 16060-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA n SECTION 16110 `�+ � RACEWAYS AND CONDUITS PART 1 - GENERAL 1.1 DESCRIPTION A The entire installation shall be in hot dipped rigid galvanized steel conduit, schedule 40 or 80 -PVC plastic conduit, or electric metallic tubing unless specifically noted otherwise. Only rigid galvanized conduit and/or Schedule 40 PVC shall be used for all raceways trapped underground or under concrete slab on grade (Sch 80 where indicated above grade). Only rigid galvanized steel conduit shall be installed on roofs as specified in this section. Minimum conduit size shall be 3/4" unless noted otherwise on drawings. All conduit shall be UL listed and labeled. Conduit sizes shown on the drawings are to aid the contractor in bidding only; the contractor is responsible for conduit sizes as required by NEC fill tables. 1.2 ALTERNATE A Contractor may provide a line item cost savings to substitute Type MC Cable where applicable. MC Cable may be used in concealed interior walls and ceilings only and only where properly supported per the NEC. MC Cable may not be used in exposed or surface mounted applications. Maximum permitted wire size shall be #10 AWG. 1.3 SUBMITTALS A. Product Data 1. Product data shall be submitted on conduit and conduit fittings. Product data shall show compliance with this section of the specifications, including UL label, manufacturer, and manufacturer's written installation instructions. PART 2 - PRODUCTS 1.1 ELECTRIC METALLIC TUBING A. Electric metallic tubing (thin wall) shall meet Federal EMT Specifications WW -C -563. 1.2 RIGID METALLIC CONDUIT A Hot dipped galvanized rigid steel. Federal Specification WW -C -581. 1.3 FLEXIBLE STEEL CONDUIT RACEWAYS AND CONDUITS 16110-1 COLLIER. COUNTY UTILITIES OPERATIONS CENTER i NAPLES, FLORIDA 10 A. Continuous length, spirally wound steel strip, zinc-coated, each convolution interlocked with following convolution. Federal Specification WW -C -566. Liquid -tight Flexible Steel Conduit: Plastic jacketed flexible steel conduit with copper bonding conductor. 1.4 PVC CONDUIT A. PVC conduit shall be composed of IJigh Impact PVC (polyvinyl chloride C -200 Compound), and shall conform to industry standards, and be UL listed in accordance with Article 347 of National Electrical Code for underground and exposed use. Materials must have tensile strength of 55 PSI, at 70 °F, flexural strength of 11,000 PSI, compression strength of 8600 PSI. Manufacturer shall have five years' extruding PVC experience. 1.5 EXPANSION FITTINGS A. Conduit expansion fittings shall be malleable iron, and shall be hot dipped galvanized inside and outside. These fittings shall have a four -inch expansion chamber to allow approximately two -inch movement parallel to conduit run in either direction from normal. They shall have factory- installed packing and internal tinned copper braid packing to serve as an emergency bonding jumper. Unless the fitting used is listed by _ Underwriters' Laboratories for use "without external bonding jumpers ", an external copper bonding jumper shall be installed with each expansion fitting with one end clamped on each conduit entering fitting. PART 2 - EXECUTION 2.1 INSTALLATION A. All raceways shall be run in neat and workman like manner and shall be properly _ supported in accordance with latest edition of NEC with approved conduit clamps, hanger rods and structural fasteners. Supporting conduit and boxes with wire is not approved. All raceways except those from surface - mounted switches, outlet boxes or panels shall be run concealed from view. Exposed raceways shall be supported with clamp fasteners with toggle bolt on hollow walls, and with tapcon type fasteners on masonry. Rigid steel box connections shall be made with double locknuts and bushings. Where PVC penetrates a floor in an exposed location from underground or in slab, a black mastic coated rigid galvanized steel conduit elbow shall be used. No PVC shall be allowed anywhere except underground or in slab, with the exception that PVC conduit may be used in poured block walls and poured in place columns, where exiting of these walls/columns is by approved metal raceways. All individual bare copper ground conductors (i.e. service, transformer, or lightning protection grounds) shall be installed in PVC conduit, not metal' conduit. This does not apply to bare copper ground conductors run with feeders (as specified in this section). Conduits shall be run parallel to building walls wherever possible, exposed or concealed, and shall be grouped in workman like fashion. Crisscrossing of conduits shall be minimized. RACEWAYS AND CONDUITS 16110-2 _ — COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA, 10A B. All raceway runs, whether terminated in boxes or not, shall be capped during the course of construction and until wires are pulled in, and covers are in place. No conductors shall be pulled into raceways until construction work which might damage the raceways has been completed. C. All raceways shall be kept clear of plumbing fixtures to facilitate future repair or replacement of said fixtures without disturbing wiring. Except where it is necessary for control purposes, all raceways shall be kept away from items producing heat. D. All raceway runs in masonry shall be installed at the same time as the masonry so that no face cutting is required, except to accommodate boxes. E. All raceways shall have an insulated copper system ground conductor throughout the entire length of circuit installed within conduit in strict accordance with NEC. Grounding _ conductor shall be included in total conduit fill determining conduit sizes, even though not included or shown on drawings. Grounding conductors run with feeders shall be bonded to portions of conduit that are metal by approved ground bushings. F. Insulated bushings shall be used on all rigid steel conduits terminating in panels, wire gutters, or cabinets, and shall be impact resistant, plastic molded in an irregular shape at the top to provide smooth insulating surface at top and inner edge. Material in these bushings must not melt or support flame. G. Spare conduit stubs shall be capped and location and use marked with concrete marker set flush with finish grade. Marker shall be 6" round X 6" deep with appropriate symbol embedded into top to indicate use. Also, tag conduits in panels where originating. H. Raceways which do not have conductors furnished under this Division of the specifications shall be left with an approved nylon pullcord in raceway. I. All connections to motors or other vibrating equipment (except dry type transformers) or at other locations where required shall be made with not less than 12" of flexible liquid- - tight steel conduit, using special type of connectors with strain relief fittings at both terminations of conduit (Kellems Type "ST" or approved substitution). Flex connectors shall have insulated throat and shall be T & B 3100 Series or approved substitution. Use angle connectors wherever necessary to relieve angle strain on flex conduit. Connections to dry type transformers shall be made with flexible conduit. J. Electric metallic tubing (thin wall) may be installed inside buildings above grade, where not subject to mechanical injury. All cut ends shall be reamed to remove rough edges. K. Rigid metallic conduit installed underground shall be coated with waterproofing black mastic before installation, and all joints shall be recoated after installation. L. Underground cable identification: bury a continuous, pre- printed, bright colored plastic ribbon cable marker with each underground conduit (or group of conduits), regardless of - RACEWAYS AND CONDUITS 16110-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER P NAPLES, FLORIDA whether conductors are in conduit. Locate each directly over cables, 6" to 8" below finished grade. Delete this requirement under building slabs. M. No raceway will be permitted to be installed exposed on the exterior of the building. END OF SECTION RACEWAYS AND CONDUITS 16110-4 g — COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16120 - BUILDING WIRE AND CABLE PART 1 - GENERAL 1.I Submittals A Submit manufacturers data sheets on all major types of wires and cables including splicing tape, and terminating/splicing lugs or connectors and cable sleeves. PART 2 - PRODUCTS _ 2.1 Conductors A Branch circuit and feeder conductors for electric power from panelboards to discrete loads shall be copper with type THHN/THWN or XHHW insulation unless specifically noted Otherwise. All wire shall be sized shown on the drawings. If no size is shown, wire shall be minimum No. 12, except that branch "homeruns" over 100 ft. in length shall be minimum No. 10 for 208/120V circuits. Wire within 3 feet of heat - producing equipment shall be type XHHW insulation. All wiring shall be manufactured in the USA- 2.2 Taps and Splices A. All copper taps and splices in No. 8 or smaller wire shall be fastened together by means of "wu enut" connectors (Ideal or approved equal). All taps and splices in wire larger than No. 8 shall be made with compression type connectors and taped to provide insulation equal to wire. B. All taps and splices in manholes or in ground pull box shall be made with compression type connectors and covered with Raychem heavy -wall cable sleeves (type CTE or WCs) with type "S" sealant coating or approved equal. Install sleeve kits per manufacturer's installation instructions. PART 3 - EXECUTION 3.1 Color Coding A. All power feeders and branch circuits No. 10 and smaller shall be wired with industry standard color -coded wire. The same color codes shall be throughout the building. Power feeders above No. 10 shall either be fully color -coded or shall have black insulation and be similarly color -coded with tape or paint in all junction boxes and panels. Tape or paint shall cover at least six inches of the length of conductor insulation within the box or panel. BUILDING WIRE AND CABLE 16120-1 14 IF* y.M-ft I CENTER COLLIER COUNTY UTILITIES OPERATIONS NAPLES, FLORIDA B. Unless otherwise approved, color -code shall be as follows: Neutrals shall be white, ground wire shall be green or bare, 208/120V - Phase A - black; Phase B - red; Phase C - blue. 480/277V - Phase A - brown; Phase B - orange; Phase C - yellow All switchlegs, other voltage system wiring, control and interlock wiring shall be color -coded other than those above (purple preferred). END OF SECTION BUILDING WIRE AND CABLE 16120-2 10A '10 wim COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16.130 - BOXES PART 1 - GENERAL 1.1 WORK INCLUDED - A. Wall and ceiling outlet boxes. B. Floor boxes. C. Pull and junction boxes. 1.2 REFERENCES A. ANSUN) MA OS 1 - Sheet -Steel Outlet Boxes, Device Boxes, Covers and Box Supports. _. B. ANSIINEMA OS 2 - Nonmetallic Outlet Boxes, Device Boxes, Covers and Box Supports. C. NEMA 250 - Enclosures for EIectrical Equipment (1000 Volts Maximum). PART 2 - PRODUCTS 2.1 OUTLET BOXES A. Sheet Metal Outlet Boxes: ANSUNEMA OS 1; galvanized steel. B. Nonmetallic Outlet Boxes: ANSI/NEMA OS 2. C. Cast Boxes: Cast feralloy, deep type, gasketed cover, threaded hubs. 2.2 FLOOR BOXES A. Floor Boxes for installation in Cast -In -Place Concrete Floors: Walker Resource RFB4 or approved equal. 2.3 PULL AND JUNCTION BOXES A. Sheet Metal Boxes: ANSL'NEMA OS 1; galvanized steel. B. Sheet Metal Boxes Larger Than 12 Inches in Any Dimension: Binged enclosure in BOXES 16130-1 JfJ N 0.00 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA accordance with Section 16160. C. Cast Metal Boxes for Outdoor and Wet Location Installations: NEMA 250; Type 4 and — Type 6, flat - flanges, surface- mounted junction box, UL listed as raintight. Galvanized cast iron or Cast aluminum box and cover with ground flange, neoprene gasket, and stainless steel cover screws. D. Cast Metal Boxes for Underground Installations: NEMA 250; Type 4, inside flanged, recessed cover box for flush mounting, UL listed as raintight. Galvanized cast iron box and plain cover with neoprene gasket and stainless steel cover screws. PART 3 - EXECUTION 3.1 COORDINATION OF BOX LOCATIONS A. Provide electrical boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections, and code compliance. B. Electrical box locations shown on Contract Drawings are approximate unless dimensioned. Verify location of floor boxes and outlets in offices and work areas prior to rough -in. C. Locate and install boxes to allow access. Where installation is inaccessible, coordinate locations and sizes of required access doors. D. Locate and install to maintain headroom and to present a neat appearance. 3.2 OUTLET BOX INSTALLATION A. Do not install boxes back -to -back in fire rated walls. Provide minimum 6 -inch separation, except provide minimum 24 -inch separation in acoustic -rated walls. B. Coordinate masonry cutting to achieve neat openings for boxes. C. Provide knockout closures for unused openings. D. -Support boxes independently of conduit except for cast boxes that is connected to two rigid metal conduits, both supported within 12 inches. E. Use multiple -gang boxes where more than one device are mounted together, do not use sectional boxes. Provide barriers to separate wiring of difference voltage systems. BOXES 16130-2 JOA _. COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA F. Install boxes in walls without damaging wall insulation. G. Coordinate mounting heights and locations of outlets mounted above counters, benches, and backsplashes. H. Position outlets to locate luminaries as shown on reflected ceiling plans. I. In inaccessible ceiling areas, position outlets and junction boxes within 6 inches of recessed luminaire, to be accessible through luminaire ceiling opening. J. Provide recessed outlet boxes in finished areas; secure boxes to interior wail and partition studs, accurately positioning to allow for surface finish thickness. Use stamped steel stud bridges for flush outlets in hollow stud wall, and adjustable steel channel fasteners for flush ceiling outlet boxes. K. Align wall- mounted outlet boxes for switches, thermostats, and similar devices. L. Provide cast outlet boxes in exterior locations exposed to the weather and wet locations. 3.3 FLOOR BOX INSTALLATION A. Set boxes level and flush with finish flooring material. B. Use cast iron or formed steel floor boxes as shown for installations in slab on grade. 3.4 PULL AND JUNCTION BOX INSTALLATION A. Locate pull boxes and junction boxes above accessible ceilings or in unfinished areas. B. Support pull and junction boxes independent of conduit. END OF SECTION BOXES 16130-3 10A -- COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA — SECTION 16140 - WIRING DEVICES PART1- GENERAL 1.1 WORK INCLUDED - -- A. Wall switches. B. Wall dimmers. C_ Receptacles. D. Floor mounted service fittings. E. Device plates and box covers. 1.2 REFERENCES A. FS W -C -596 - Electrical Power Connector, Plug, Receptacle, and Cable Outlet. B. FS W -S -896 - Switch, Toggle. C. NEMA WD 1 - General - Purpose Wiring Devices. D. NEMA WD 2 - Semiconductor Dimmers for Incandescent Lamps. E. NEMA WD 5 - Specific - Purpose Wiring Devices. 1.3 SUBMITTALS A. Submit product data. -- B. Provide product data showing configurations, finishes, dimensions, and manufacturer's instructions. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - WALL SWITCHES A. Pass and Seymour WIRING DEVICES 16140-1 1p�wow COLLIER COUNTY UnunES OPERATIONS CENTER NAPLES, FLORIDA B. Sierra C. Hubbell D. G. E. E. Leviton 2.2 WALL SWITCHES A Wall Switches for lighting Circuits and Motor Loads Under 1/2 HP: NEMA WD 1, AC general use, specification -grade, snap switch with toggle handle, rated 20 amperes and 120- 277 volts AC. Handle: white plastic. B. Pilot Light Type: Lighted handle. 2.3 ACCEPTABLE MANUFACTURERS - RECEPTACLES A. Pass and Seymour B. Sierra, C. Hubbell D. G. E. E. Leviton 2.4 RECEPTACLES A Convenience and Straight blade Receptacles: NEMA WD 1. B. Locking -blade Receptacles: NEMA WD 5. C. Convenience Receptacle Configuration: NEMA WD 1; Type 5 -20 R, white plastic face. specification grade decorator style. D. Specific -use Receptacle Configuration: NEMA WD 1 or WD 5; type as indicated on Drawings. E. GFCI Receptacles: Duplex convenience receptacle with integral ground fault current WIRING DEVICES 16140-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA _— interrupter. 2.5 ACCEPTABLE MANUFACTURERS - WALL DRvMffiRS A. Lutron 2.6 WALL DBEAER.S A Wall Dimmers: NEMA WD 2; linear slide type. B. Rating: 600 Watts minimum, larger size to accommodate load shown on Drawings. 2.7 ACCEPTABLE MANUFACTURERS - WALL PLATES A.. Lutron B. Leviton 2.8 WALL PLATES A Decorative Cover Plates: Smooth plastic. B. Weatherproof Cover Plate: Gasketed Stainless Steel with hinged gasketed device hood. PART 3 - EXECUTION 3.1 INSTALLATION A. Install wall switches 48 inches above floor, OFF position down. B. Install wall dimmers 48 inches above floor, derate ganged dimmers as instructed by manufacturer, do not use common neutral, use separate box to avoid derating. C. Install convenience receptacles 18 inches above floor, 6 inches above counters, backsplash, grounding pole on bottom. D. Install specific -use receptacles at heights shown on Drawings. _ E. Install decorative plates on switch, receptacle, and blank outlets in finished areas. F. Install galvanized steel plates on outlet boxes and junction boxes in unfinished areas, above WIRING DEVICES 16140-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA A accessible ceilings, and on surface- mounted outlets. G. Install devices and wall plates flush and level. END OF SECTION WIRING DEVICES 16140-4 � in — COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16170 - ENCLOSED SWITCHES PART 1 - GENERAL 1.1 WORK INCLUDED A. Safety Switches. 1.2 SUBMITTALS A. Submit product data on all major types of disconnects. PART 2 - PRODUCTS 2.1 SAFETY SWITCH A. All safety switches shall be heavy duty type, unless specifically noted otherwise. B. Switches shall have fusible, non - fusible, size, and enclosure as indicated on the drawings. _- C. Switches shall be 240 volt rated on systems up to and including 240V and 600V rated on higher voltage systems. D. All switches mounted indoors shall be NEMA Type 1 unless otherwise noted. E. All switches mounted outdoors shall be NEMA, Type 3R unless otherwise noted. F. All switches for motors shall be dual horsepower rated. G. Provide and install lugs on disconnect switch as required to accept conductors called for on drawings. PART 3 - PART 3 - EXECUTION 3.1 INSTALLATION A. Install switches and enclosures plumb; anchor securely to wall and structural _ corner, minimum. supports at each B. Install trim plumb. C. Coordinate location of switch with equipment being served to allow easy access to switch ENCLOSED SWITCHES 16170-1 14 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA once equipment is installed END OF SECTION ENCLOSED SWITCHES 16170-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16210 - PACKAGED ENGINE /GENERATOR SET PART 1- GENERAL 1.1 DESCRIPTION 10A -- — A The contractor shall provide a complete engine/generator set complete with all controls, fuel system and piping, battery charger, wiring, weatherproof enclosure, etc. for a complete and operable emergency power system. 1.2 SUBMITTAL _ A The submittal shall include prototype test certification and specification sheets showing all standard and optional accessories to be supplied, schematic wiring diagrams, dimension drawings, and interconnection diagrams identifying by terminal number, each required interconnection between the generator set, the transfer switch, and the remote annunciator panel if it is included elsewhere in these specifications. PART 2 - PRODUCTS 2.I EQUIPMENT A. Manufacturers: �- 1. Kohler 2. Cummins 3. Caterpillar 4. Generac B. The generator set shall provide min. 35kW when operating at 120/208 volts, .8 power factor. The generator set shall be capable of this rating while operating.in an ambient condition of 110 °F and 600 feet above sea level. C. The generator set shall be capable of starting all motor loads, lighting and miscellaneous loads connected to the emergency distribution system, including the electric fire pump, with a maximum instantaneous voltage dip of 15% as required by NFPA 20 (Fire Pump Code). 15% "sustained" voltage dip is not acceptable. D. Vibration isolators shall be provided between the engine-generator and heavy -duty steel base 2.2 ENGINE A. An isochronous governor. B. 24 Volt positive engagement solenoid shift - starting motor. PACKAGED ENGINE /GENERATOR SET 16210-1 COLLIER COUN'T'Y UTILITIES OPERATIONS CENTER P. _ NAPLES, FLO RIDA C. 40- Ampere minimum automatic battery charging alternator with solid -state voltage regulation. D. Positive displacement, full pressure lubrication oil pump, cartridge oil filters, dipstick, and oil drain. E. Dry-type replaceable air cleaner elements for normal applications. F. Engine -driven or electric fuel transfer pump capable of lifting fuel 6 feet, fuel filters, and electric solenoid fuel shut-off valve. G. The engine shall be fueled with Natural Gas. H. The engine shall have a minimum of 6 cylinders, and be liquid - cooled by a unit- mounted radiator, blower fan, water pump, and thermostats. This system shall properly cool the engine with up to 0.5 inches H2O static pressure on the fan in an ambient temperature up to 122F/50C. 2.3 GENERATOR A. The alternator shall be salient -pole, brushless, 12 -lead reconnectable, self - ventilated of drip -proof construction with amortisseur rotor windings and skewed stator for smooth voltage waveform The insulation shall meet the NEMA standard (MG1 -22.40 and 16.40) for Class H and be insulated with epoxy varnish to be fungus resistant per MIL 1- 24092. Temperature rise of the rotor and stator shall be limited to NEMA Class F - ratings. The excitation system shall be of brushless construction controlled by a solid - state voltage regulator capable of maintaining voltage within +/- 2% at any constant load from 0% to 100% of rating. The regulator must be isolated to prevent tracking when - connected to SCR loads, and provide individual adjustments for voltage range, stability and volts - per -hertz operations; and be protected from the environment by conformal coating. B. The generator set shall meet the transient performance requirements of ISO 8528 -5, level G -3 . C. The generator shall be inherently capable of sustaining at least 250% of rated current for at least 10 seconds under a 3 -phase symmetrical short circuit without the addition of separate current support devices. D. The generator, having a single maintenance -free bearing, shall be directly connected to the flywheel housing with a semi - flexible coupling between the rotor and the flywheel. 2.4 CONTROLLER A. Set - mounted controller capable of facing right, left, or rear, shall be vibration isolated on the generator enclosure. The controller shall be capable of being remote - mounted. The PACKAGED ENGINE /GENERATOR SET 16210-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A - NAPLES, FLORIDA microprocessor control board shall be moisture proof and capable of operation from -40 °C - to 85 °C. Relays will only be acceptable in high - current circuits. B. Circuitry shall be of plug -in design for quick replacement. Controller shall be equipped to - accept a plug -in device capable of allowing maintenance personnel to test controller performance without operating the engine. The controller shall include the following - features: L Fused DC circuit. 2. Complete 2 -wire MWstop control, which shall operate on closure of a remote contact. - 3. Speed sensing and a second independent starter motor disengagement systems shall Protect against starter engagement with a moving flywheel. Battery charging alternator voltage will not be acceptable for this purpose. 4- The starting system shall be designed for restarting in the event of a false engine start, by permitting the engine to completely stop and then re- engage the starter. 5. Cranking cycler with 15- second ON and OFF cranking periods. 6. Overcrank protection designed to open the cranking circuit after 75 seconds if the engine fails to start. -_ 7. Circuitry to shut down the engine when signal for high coolant temperature, low oil Pressure, or overspeed are received. 8. Engine cooldown timer factory set at 5 minutes to permit unloaded running of the standby set after transfer of the load to normal. 9. 3- position (Automatic -OFF TEST) selector switch In the TEST position, the engine shall start and run regardless of the position of the remote starting contacts. In the Automatic position, the engine shall start when contacts in the remote control circui g t close and stop 5 minutes after those contacts open. In the OFF position, the en ine shall not start even though the remote start contacts close. This position shall also provide for immediate shutdown in case of an emergency. Reset of any fault shall also _- be accomplished by putting the switch to the OFF position. 10. Alarm horn with silencer switch per NFPA 110. C. Standard indicating lights to signal the following shall be included: 1. Not -in -Auto (flashing red) 2. Overcrank (red) 3 - Emergency Stop (red) 4. High Engine Temperature (red) PACKAGED ENGINE /GENERATOR SET 16210-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 5. Overspeed (red) 6. Low Oil Pressure (red) 7. Battery Charger Malfunction (red) 8. Low Battery Voltage (red) 9. Low Fuel (red) 10. Auxiliary Prealarm (yellow) 11. Auxiliary Fault (red) 12. System Ready (green) D. Test button for indicating lights. J.() N E. Terminals shall be provided for each indicating light above, plus additional terminals for common fault and common prealarm. 2.5 INSTRUMENT PANEL A. The instrument panel shall include the following: 1. Dual range voltmeter 3 1/2 -inch, +/- 2% accuracy 2. Dual range ammeter 3 1/2 -inch, +/- 2% accuracy. 3. Voltmeter- ammeter phase selector switch. 4. Lights to indicate high or low meter scale. 5. Direct reading pointer -type frequency meter 3 1/2 -inch, 0.5% accuracy, 45 to 65 Hz scale. 6. Panel - illuminating lights. 7. Battery charging voltmeter. 8. Coolant temperature gauge. 9. Oil pressure gauge. 10. Running time meter. 11. Voltage - adjust rheostat 2.6 WEATHERPROOF ENCLOSURE A Fully corrosion - resistant material construction with hinged and removable doors B. Minimum 12 gauge steel construction. PACKAGED ENGINE /GENERATOR SET 16210-4 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA C. Fade -, scratch-, and corrosion - resistant finish D. Lockable, flush - mounted door latches E. Louvers and baffles for air inlet to prevent rain entry 2.7 ACCESSORIES A. Line circuit breakers: Number and sizes as shown on the drawings, 600 volt rated, UL molded case type, generator mounted. rm B. Engine block heater. Thermostatically controlled and sized to maintain manufacturers recommended engine coolant temperature to meet the start -up requirements of NFPA -99 and NFPA 110, Level 1. C. A resettable line current sensing circuit breaker with inverse time versus current response shall be furnished which protects the generator from damage due to its own high current capability. This breaker shall not trip within the 10 seconds specified above to allow selective tripping of down -stream fuses or circuit breakers under a fault condition. This breaker shall not automatically reset, preventing restoration of voltage if maintenance is being performed. a field current- sensing breaker will not be acceptable. D. Battery rack, and battery cables, capable of holding the manufacturer's recommended batteries, shall be supplied. E. 12 -volt lead - antimony battery(ies) capable of delivering the manufacturees recommended minimum cold - cranking Amps required at 0T, per SAE Standard J-537, shall be supplied. F. 10- Ampere automatic float and equalize battery charger with +/_ I % constant voltage regulation from no load to fWl load over +/ -10% AC input line variation, current limited during engine cranking and short circuit conditions, temperature compensated for ambients from -40 °C to +60 °C, 5% accurate voltmeter and ammeter, fused, reverse polarity and transient protected. G. The engine exhaust silencer shall Ile coated to be temperature and rust resistance, rated for critical application. The silencer will reduce total engine exhaust noise by 25 -35 dB(A). H. Gas -proof seamless, stainless steel, flexible exhaust bellows with threaded NPT connection. I. Two flexible fuel lines rated 300T and 100 psi ending in pipe thread. J. A dry contact kit containing a single relay to indicate engine running. PACKAGED ENGINE /GENERATOR SET 16210-5 COLLIER COUNTY UTILITIES S OPERATIONS C ENTER 41 low, NAPLES, FLORIDA K. Remote annunciator panel enabling the generator status to be viewed remotely. This remote annunciator panel shall include a fourteen (14) relay dry contact box for connection to the controller terminal strip. The panel shall have the capability to be either flush mounted or surface mounted. 2.8 WARRAN'T'Y & MAINTENANCE A. The generator set shall be guaranteed against defective material and workmanship in accordance with the manufacturer's published warranty for five years from date of start- up. Optional warranties shall be available upon request. B. The generator set manufacturer and its distributor shall maintain a 24 -hour parts and service organization. This organization shall be regularly engaged in a maintenance contract program to perform preventive maintenance and service on equipment similar to that specified. A service agreement shall be available and shall include system operation under simulated operating conditions, adjustment to the generator, transfer switch, and switchgear controls as required, and certification in the owner's maintenance log of repairs made and proper functioning of all systems. PART 3 — EXECUTION 3.01 TESTING A. To assure that the equipment has been designed and built to the highest reliability and quality standards, the manufacturer and/or local representative shall be responsible for three separate tests: design prototype tests, final production tests, and site tests. 1. Design Prototype Tests: Components of the emergency system such as the engine/generator set, transfer switch, and accessories shall not be subjected to prototype tests since the tests are potentially damaging. Rather, similar design prototypes and preproduction models, which will not be sold, shall have been used for the following tests. a. � C. d. e. i� Maximum power (kW). Maximum motor starting (kVA) at 35% instantaneous voltage dip. Alternator temperature rise by embedded thermocouple and/or by resistance method per NEMA MG] -22.40 and 16.40. Governor speed regulation under steady -state and transient conditions. Voltage regulation and generator transient response. Fuel consumption at 1 /4, 1/2, 3/4, and full load. PACKAGED ENGINEIGENERATOR SET 16210-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10A NAPLES, FLORIDA - g. Harmonic analysis, voltage waveform deviation, and telephone influence factor. h. Three -phase short circuit tests. i. Alternator cooling air flow. j. Torsional analysis to verify that the generator set is free of harmful torsional stresses. k. Endurance testing. 2. Pj a. b. C. d. e. f. 9- h. -oduction Tests Final Production Tests: Each generator set shall be tested under varying loads with guards and exhaust system in place. Tests shall include: Single -step load pickup. Transient and steady —state governing. Safety shutdown device testing. Voltage regulation. Rated Power @ 0.8 PF Maximum Power. Upon request, arrangements to either witness this test will be made, or a certified test record will be sent prior to shipment. 3. Site Tests a. Site Tests: An installation check, start-up, and 4 hour load -bank test shall be performed by the manufacturer's local representative. The engineer, regular operators, and the maintenance staff shall be notified of the time and date of the site test. The tests shall include: b. Fuel, lubricating. oil, and antifreeze shall be checked for conformity to the — manufacturer's recommendations, under the environmental conditions present and expected. �— C. Accessories that normally function while the set is standing by shall be checked prior to cranking the engine. These shall include: block heaters, battery charger, remote annunciator, etc. PACKAGED ENGINE /GENERATOR SET 16210-7 k �'* al COLLIER COUNTY UTII -ITIES OPERATIO NS CENTER �, O NAPLES, FLORIDA d. Start-up under test mode to check for exhaust leaks, path of exhaust gases outside the building, cooling air flow, movement during starting and stopping, vibration during running, normal and emergency line- to-line voltage and frequency, and phase rotation. e. Automatic start -up by means of simulated power outage to test remote - automatic starting, transfer of the load, and automatic shutdown. Prior to this test, all transfer switch timers shall be adjusted for proper system coordination. Engine coolant temperature, oil pressure, and battery cliarge level along with generator voltage, amperes, and frequency shall be monitored throughout the test. An external load bank shall be connected to the system if sufficient building load is unavailable to load the generator to the nameplate kW rating. END SECTION PACKAGED ENGINE /GENERATOR SET 16210-8 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16260 - AUTOMATIC TRANSFER SWITCH PART 1- GENERAL 1.1 SUBMITTAL 1' A. The submittal shall include prototype test certification and specification sheets showing all standard and optional accessories to be supplied, schematic wiring diagrams, dimension drawings, and interconnection diagrams identifying by terminal number, each required interconnection between the generator set and the transfer switch if it is included elsewhere in these specifications 1.2 COMPLIANCE WITH CODES AND STANDARDS A. The ATS shall conform to the requirements of- 1. UL 1008 -- Standard for Automatic Transfer Switches 2. NFPA 70--National Electrical Code, including use in emergency and standby systems in accordance with Articles 517, 700 3. NFPA 99— Essential Electrical Systems for Health Care Facilities 4. NFPA 110 -- Standard for Emergency and Standby Power Systems 5. IEEE Standard 446— Recommended Practice for Emergency and Standby Power Systems (Orange Book) 6. IEEE Standard 241 — Recommended Practice for Electric Power Systems in Commercial Buildings (Gray Book) 7. NEMA Standard ICS 2-447 Automatic Transfer Switches. PART 2 - PRODUCTS 2.1 EQUIPMENT A. The automatic transfer switch shall be by: 1. Kohler 2. Onan 3. Asco B. The transfer switch shall have the following characteristics: See Drawings, AUTOMATIC TRANSFER SWITCH 16260-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA C. The ATS shall be furnished in a NEMA I enclosure. D. The switch shall be a 600 volt class. E. The withstand and closing ratings with a current - limiting fuse shall be 200,000 Amps F. The withstand and closing ratings with any overcurrent protective device shall be 50,000 Amps 2.2 MECHANICAL REQUIItEMENTS A. All main contacts shall be of silver composition. The main contacts shall be protected by arcing contacts in sizes 400 amperes and above. The main contacts shall be of the blow- on configuration and of segmented construction in ratings 600 amperes and above. B. All contacts, coils, springs, and control elements shall be conveniently removable from the front of the transfer switch without major disassembly or disconnection of power conductors. C. The contact transfer time shall not exceed one -sixth of a second. D. All moveable parts of the operating mechanism shall remain in positive mechanical contact with the main contacts during the transfer operation without the use of separate mechanical interlocks. E. All contacts, coils, springs, and control elements shall be conveniently removable from the front of the transfer switch without major disassembly or disconnection of power conductors. F. The neutral conductor shall be solidly connected as shown on the plans, a neutral conductor terminal plate with fully rated AL -CU pressure connectors shall be provided. 2.3 TRANSFER SWITCH CONTROL SYSTEM A. The control module shall direct the operation of the transfer switch. The module's sensing and logic shall be a built -in microprocessor -based system for maximum reliability, minimum maintenance, and inherent digital communications capability. The control settings shall be stored in nonvolatile EEPROM. The module shall contain an integral programmable clock and calendar. The control module shall have a keyed _ disconnect plug to enable the control module to be disconnected from the transfer mechanism for routine maintenance. B. The control module shall be mounted separately from the transfer mechanism unit for safety and ease of maintenance. Interfacing relays shall be industrial control grade plug - in type with dust cover. AUTOMATIC TRANSFER SWITCH 16260-2 COLLIER COUNTY UTILITIES OPERATIONS CENTER 1oA NAPLES, FLORIDA C. The control module shall in programming keypad, alphanumeric display for monitoring settings and diagnostic values, key - lockable program selector switch, light - emitting diode status indication, and user instructions. These features shall be user accessible when the enclosure door is closed. D. The control module shall be capable of storing the following records in memory for access either locally (at the control module) or remotely (at a computer): 1. Number of hours transfer switch is in the emergency position (total and since record _ reset) 2. Number of hours the emergency is available (total and since record reset) 3. Total days that control has been energized (total and since record reset) 4. Total transfers in either direction (total and since record reset) 5. Date of record reset 6. Date of last exercise period 7. Date, time, and description of the last four source failures 8. Elapsed time during the most recent source outage 2.4 OPERATION A. Source Voltages 1. The voltage of each phase of the normal source and a single phase of the emergency source shall be monitored with pickup adjustable from 75% to 100% and dropout adjustable from 70% to 95% of nominal. Adjustment must be digital. 2. An automatic minimum differential of 2% shall be maintained between pickup and dropout settings. 3. Repetitive accuracy of the setting shall be +2% or better over an operating temperature range of -20oF to 150oF ( -29oC to 65.5oC). 4. The settings shall be fully field- adjustable by keypad or keyboard (local or remote) in increments of 1 Volt without opening the enclosure door and without the use of special tools or separate meters. 5. Factory settings shall be pickup at 90% and dropout at 85 %. AUTOMATIC TRANSFER SWITCH 16260-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 6. A light- emitting diode shall indicate that normal and/or emergenc oltage is within the set point parameter. The indication shall be viewable when the enclosure door is closed. B. Time Delays 1. The control module shall include four time delays that are fully field- adjustable by keypad or keyboard in increments of 1 second over the entire range. 2. Adjustments and viewing of the time delay values shall be accessible when the - enclosure door is closed. 3. Light emitting diodes shall indicate when the timing feature is running and when the time delay has ended. 4. Required Time Delays a. Time delay for engine start to delay initiation of transfer for momentary source outages: Range 0 -6 seconds. Factory set at 5 seconds. b. Time delay for transfer to emergency: Range 0 -5 minutes. Factory set at 5 seconds. C. Time delay for transfer back to normal: Range 0 -30 minutes. Factory set at 5 seconds. d. Time delay for engine cooldown: Range 0 -30 minutes. Factory set at 5 seconds. 5. Input values outside the allowable parameters shall cause a "range error" message to be displayed. C. The user shall have the ability to manually program an engine start and run for a period of up to 72 hours in the loaded or unloaded mode of operation. The time delay transfer to emergency and/or normal may be bypassed during the run period. A numeric indication shall be displayed of the run time remaining in hours and minutes. The run period may be stopped at any time with a single keystroke. After the run period has stopped, the engine shall run unloaded for the cooldown time. D. User terminals shall be available to connect a normally closed contact that, when opened, signals the control module to start and transfer load to the engine- generator. Closing these contacts shall initiate a retransfer and engine cooldown sequence. The load shall be transferred to an available utility source immediately if the generator source should fail. AUTOMATIC TRANSFER SWITCH 16260-4 .t COLLIER COUNTY UTIL ES OPERATIONS CENTER NAPLES, FLORIDA E. The following features shall be built into the control module logic. These features shall be enabled at the factory or in the field by installing an insulated program jumper provided by the vendor as standard. 1. Anti - single phasing protection shall detect regenerative voltage as a failed source condition. - 2. In -phase monitoring shall continuously monitor the contactor transfer times, source voltage, frequency and phase angle to provide a self- adjusting, zero crossing _ contactor transfer signal. 3. Manual operation override shall function to bypass any manual switch accessories if the source to which the transfer switch is positioned fails. This program jumper shall be factory installed. 4. Plant Exerciser: Programmable seven -day, fourteen -day or calendar exerciser. Each exerciser mode shall be capable of performing up to two exercise runs in up to five exercise event periods. The exerciser period shall be programmed with the enclosure door closed. The exercise time may be reset at any time with a single keystroke. The engine shall be allowed to run when the exercise period is terminated. - 5. All phases of normal and all or single phases of emergency shall be monitored for overvoltage and single phase of normal and emergency for over- and under- frequency. The values shall be programmed with the enclosure door closed. 6. Extended Time Delay: Allows the time delay settings to be extended to 99 minutes. F. Status Indicators 1. Light - emitting diodes shall indicate the status of the following: 2. Contactor Position 3. System Status a. Transfer Switch Position Sensing Fault b. Transfer Switch Fail to Transfer C. Internal Control Module Fault d. Manual Transfer Operation e. External Fault Condition (two inputs) f. Not In Automatic g. Programming Switch Not In Off h. The system status messages shall also be shown on the alphanumeric display. 4. Accessory Active AUTOMATIC TRANSFER SWITCH 16260-5 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA Plant Exerciser In -Phase Monitor Load Shed Area Protection 5. A lamp test push button shall light all light - emitting diodes. G. The control module shall have a three - position, key - operated, programming control switch. The key shall be removable in any position. The positions shall be: 1. Off- - Allows all enabled accessories to be monitored only. Settings cannot be changed while in this position. 2. Local -- Allows all enabled accessory settings to be changed by local keypad entry. - 3. Remote -- Allows all enabled accessories to be altered via the remote communications port. H. A momentary-type test switch shall be provided to simulate a normal source failure. I. The transfer switch shall be able to control up to 12 isolated form C auxiliary contacts for indication of switch position and source availability. J. The transfer switch shall have load -shed and sequencing capability to allow up to nine selected loads to be disconnected prior to transfer in either direction. It shall be possible to vary the time sequence for reenergizing of the nine loads. K. A set of gold-flashed contacts rated 10 amps, 28VDC shall be provided for a low - voltage engine start signal when the normal source fails. 2.5 WARRANTY & MAINTENANCE A. The automatic transfer switch shall be guaranteed against defective material and workmanship in accordance with the manufacturer's published warranty for five years from date of start-up. Optional warranties shall be available upon request. B. The automatic transfer switch manufacturer and its distributor shall maintain a 24 -hour parts and service organization. This organization shall be regularly engaged in a maintenance contract program to perform preventive maintenance and service on equipment similar to that specified. A service agreement shall be available and shall include system operation under, simulated operating conditions, adjustment to the generator, transfer switch, and switchgear controls as required, and certification in the owner's maintenance log of repairs made and proper functioning of all systems. AUTOMATIC TRANSFER SWITCH 16260-6 COLLIER COUNTY UTILITIES OPERATIONS CENTER 10 NAPLES, FLORIDA 2.6 ELECTRICAL REQUIREMENTS A Automatic transfer switches not intended for continuous duty or repetitive load transfer switching are not acceptable. B. The automatic transfer switch shall be rated in amperes for total system transfer including control of motors, electric- discharge lamps, electric heating, and tungsten- filament lamp load. Switches rated 400 amperes and below shall be suitable for 100% tungsten - filament lamp load. Switches rated above 400 amperes shall be suitable for 30% tungsten- filament load. C. The automatic transfer switch shall be rated to withstand the rms symmetrical short circuit current available at the automatic transfer switch terminals, with the type of overcurrent protection shown on the plans. PART 3 - EXECUTION 3.1 TESTING A. To assure that the equipment has been designed and built to the highest reliability and quality standards, the manufacturer and/or local representative shall be responsible for three separate tests: design prototype tests, final production tests, and site tests. - B. Design Prototype Tests: Components of the emergency system such as the engine/generator set, transfer switch, and accessories shall not be subjected to prototype tests since the tests are potentially damaging. Rather, similar design prototypes and preproduction models, which will not be sold, shall have been used for the following tests. C. Production Tests 1. Final Production Tests: Each transfer switch shall be tested under load with all guards in place. Tests shall include: a. The complete automatic transfer switch shall be tested to ensure proper operation ofthe individual components and correct overall sequence of operation and to ensure that the operating transfer time, voltage, frequency, and time delay settings are in compliance with the specification requirements. b. The complete automatic transfer switch shall be subjected to a dielectric strength test per NEMA Standard ICS 1- 109.05. AUTOMATIC TRANSFER SWITCH 16260-7 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA it i c. The control panel shall meet or exceed the voltage surge withstand capability in accordance with ANSI C37.90a -2978 and the impulse withstand voltage test in accordance with NEMA Standard ICS 1 -109. 2. Upon request, arrangements to either witness this test will be made, or a certified test record will be sent prior to shipment. — D. Site Tests 1. Site Tests: The manufacturer's local representative shall perform an installation check, start-up, and building load test. The engineer, regular operators, and the maintenance staff shall be notified of the time and date of the site test. tND SECTION AUTOMATIC TRANSFER SWITCH 16260-9 1 o to d6 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16442 - PANELBOARDS AND LOADCENTERS PART 1 - GENERAL 1.1 WORK INCLUDED A. Service and distribution panelboards. B. Lighting and appliance branch circuit panelboards. C. Loadcenters. 1.2 REFERENCES A. FS W -C -375 - Circuit Breakers, Molded Case, Branch Circuit and Service. B. NEMA AB 1 - Molded Case Circuit Breakers. C. NEMA PB 1 - Panelboards. D. NEMA PB 1.1 - Instructions for Safe Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less. 1.3 SUBMITTALS A. Submit shop drawings for equipment and component devices. B. Include outline and support point dimensions, voltage, main bus ampacity, integrated short circuit ampere rating, circuit breaker and fusible switch arrangement and sizes. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURES - PANELBOARDS AND LOADCENTERS A. Square D B. G.E. C. Siemens 2.2 MAIN AND DISTRI$UTkON PANELBOARDS A. Panelboards: Circuit breaker type PANELBOARDS AND LOADCENTF,]kS 16442-1 COLLIER COUNTY UTILITIES OPERATIONS CENTER M �p _ NAPLES, FLORIDA 1� _ B. Enclosure: NEMA Type 1 as shown on drawings. C. Provide cabinet front with and hinged door with flush lock. Finish in manufacturer's - standard gray enamel. D. Provide panelboards with copper bus, ratings as scheduled on Drawings. Provide copper ground bus in all panelboards. E. Molded Case Circuit Breakers: Provide NEMA AB 1 circuit breakers with integral thermal and instantaneous magnetic trip in each pole. Provide circuit breakers UL listed as Type HACR rof air conditioning equipment branch circuits. 2.3 BRANCH CIRCUIT PANELBOARDS A. Lighting and Appliance Branch Circuit Panelboards: NEMA PBI; circuit breaker type. B. Enclosure: NEMA PB 1; Type 1 as shown on Drawings. C. Cabinet Size: 4 inches deep for 240 volt and less panelboards. D. Provide flush or surface cabinet front with concealed hinge and flush lock all keyed alike. Finish in manufacturer's standard gray enamel. E. Provide panelboards with copper bus, ratings as scheduled on Drawings. Provide copper ground bus in all panelboards. F. Minimum Integrated Short Circuit Rating: As shown on drawings. G. Molded Case Circuit Breakers: NEMA AB 1 bolt -on type thermal/magnetic trip circuit breakers, with common trip handle for all poles. Provide circuit breakers UL listed as Type SWD for lighting circuits. Provide UL Class A ground fault interrupter circuit breakers where scheduled on Drawings. 2.4 LOADCENTERS A. Loadcenters: Circuit breaker loadcenter B. Enclosure: General purpose or rainproof as shown C. Provide flush or surface box, with door, with pull ring and latch on door. Finish in manufacturer's standard gray enamel. PANELBOARDS AND LOADCENTERS 16442-2 JOAwliws COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA D. Provide loadcenters with bus ratings as scheduled. E. Minimum Integrated Short Circuit Rating: as shown on drawings. F. Molded Case Circuit Breakers 1. plug -on type thermal magnetic trip circuit breakers, with common trip handle for all poles. a. Provide circuit breakers UL listed as Type SWD for lighting circuits. — b. Provide UL Class A ground fault interrupter circuit breakers where scheduled. G. Do not use tandem circuit breakers. PART 3 - EXECUTION 3.1 INSTALLATION A. Install panelboards plumb and flush with wall finishes. B. Height: 6 ft. to top. C. Provide filler plates for unused spaces in panelboards. D. Provide typed circuit directory for each branch circuit panelboard. Revise directory to reflect circuiting changes required to balance phase loads. E. Stub two empty one inch conduits to accessible location out of each recessed panelboard. 3.2 FIELD QUALITY CONTROL A. Measure steady state load currents at each panelboard feeder. Should the difference at any panelboard between phases exceed 20 percent, rearrange circuits in the panelboard to balance the phase loads within 20 percent. Take care to maintain proper phasing for multi -wire branch circuits. B. visual and Mechanical Inspection: Inspect for physical damage, proper alignment, -- anchorage, and grounding. Check proper installation and tightness of connections for circuit breakers, fusible switches, and fuses. END OF SECTION PANELBOARDS AND LOADCENTERS 16442-3 COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA PANELBOARDS AND LOADCENTERS 16442-4 10A COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA SECTION 16500 - LIGHTING FIXTURES PART 1 - GENERAL 1.1 DESCRIPTION A. Description of System I. Light fixtures furnished under this Section shall be furnished complete with lamps and all necessary trim and mounting hardware, and installed as shown on the drawings. 2. Light fixtures shall be neatly and firmly mounted, using standard supports for outlets and fixtures. 3. Lamps shall be included in the system guarantee for a period of thirty (30) days after final acceptance of the building. 1.2 SUBMITTALS A. Shop Drawings and Product Data 1. Shop Drawings a. Shop drawings shall be submitted for all fixtures specified. b. Shop drawings shall be complete showing all dimensions and installation instructions required for this project's architectural/field conditions. 2. Product Data a. Product data shall be submitted for all light fixtures showing: - dimensions -UL Label - fusing -metal gauge - lens/louver thickness _finish - voltage -lamps b. Product data shall be submitted showing manufacturer's written __. recommendations for storage and protection, and installation instructions. LIGHTING FIXTURES 16500-1 *;1 f S COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA 1.3 PRODUCT STORAGE AND HANDLING A. Physically protect fixtures against damage as recommended by manufacturer. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Manufacturers: subject to compliance with requirements, provide fixtures by one of the manufacturers as shown on the fixture schedule. B. Equipment manufacturers must submit for prior approval per Division 1. 2.2 EQUIPMENT A HID fixture ballasts for all non - dimmed fixtures shall be high power factor type. Voltages shall comply with system to which applied. B. All fluorescent ballasts shall be electronic, instant -on, and shall be of the automatic thermal resetting type, "A" rated, 201/6 THD unless noted otherwise. C. All ballasts furnished under this Section shall be high power factor type and shall be covered by a two -year warranty against defects. Warranty shall include payment for normal labor costs of replacement of inoperative in- warranty ballasts. Ballasts shall be rated for voltage system to which applied. D. All lighting fixtures mounted outdoors subject to dampness and insects shall have gasketing material between lens door and frame to completely seal interior of fixture. Knockouts and holes in fixtures housing shall be closed and sealed. E. All lamps shall be as indicated on the fixture schedule by: 1. G.E. 2. Phillips 3. Osram - Sylvania Incandescent lamps shall be rated and stamped for 130 volts. F. All exposed labels on interior and exterior light fixtures shall be removed. This includes manufacturer labels and UL labels. All labels shall be concealed within the body of the fixture and/or luminaire. G. All light fixtures shall adhere to UL Test Standard #1571 and Section #410 -65C of the National Electric Code. All manufacturers shall provide thermal protection as required. H. Fixtures that require emergency battery backup shall be equipped with the following LIGHTING FIXTURES 16500-2 A" 1p E. COLLIER COUNTY UTILITIES OPERATIONS CENTER NAPLES, FLORIDA ballasts: For F32T81amp(s), minimum of 550 lumens: Iota # I -32 or Equal. For F32TBX lamp(s), minimum 650 lumens: Iota # I- 42 -EM -A or equal PART 3 - EXECUTION 3.1 INSTALLATION A. Ductseal shall be installed to seal all conduits entering exterior light fixture or fixture support from underground. B. Install all fixtures in accordance with manufacturer's written instructions and NEC. C. Coordinate fixtures installed in mechanical rooms with piping and ductwork prior to installation and relocate fixtures as required to provide proper illumination and access. 3.2 CLEAN -UP A. Luminaries 1. At the time of installation, clean free from dust and dirt. Wash lens and glassware using cleaner, such as "Windex ". Dry with absorbent paper. Clean plastic per manufacturer's recommendations, do not wipe. Lenses, which are kept in original containers until immediately prior to final inspection, may not require cleaning. Clean "Alzak" aluminum surfaces (reflectors, fixture cones and the like) per manufacturer's recommendations being careful to remove fingerprints and smudges. Any reflectors that have fingerprints or smudges that cannot be removed shall be replaced at no cost -- _ to the owner. 2. It is the contractors' responsibility to remove any U.L. labels or manufacturer's labels from areas of fixture exposed to view and relocate label to non - obtrusive area on fixture. END OF SECTION LIGHTING FIXTURES 16500-3 EXHIBIT K PERMITS n Surety Construction, Inc. has pulled the Building Permit to perform demolition under a separate contract. The Building Permit will be transferred to the awardee of Contract 04- 3666R. GC- CA -K -1 EXHIBIT L ioA STANDARD DETAILS GC- CA -L -1 EXHIBIT M PLANS AND SPECIFICATIONS GC- CA -M -1 10 R "! 10H MEMORANDUM Date: November 15, 2004 To: Don Scott Transportation Services From: Heidi R. Rockhold, Deputy Clerk Minutes & Records Department Re: Locally Funded Agreement between the State of Florida Department of Transportation And Collier County and Memorandum of Agreement Enclosed please find five (5) originals each of the agreements for the documents referenced above, Agenda Item #10H approved by the Board of County Commissioners on September 28, 2004. Please forward the to the Florida Department of Transportation for signatures and return the original fully executed documents to the Minutes and Records Department. If you should have any questions, please contact me at: 732 -2646 ext. 7240 Thank you. Enclosure(s) 10 E OF FNE {.'00NTY ATTORNEY! ITEM NO.: 20041WE-RYCAM 4 FILE NO.: ROUTED TO: DO NOT WRITE ABOVE THIS SPACE (Orig. 9/89; Rev. 6/97) REQUEST FOR LEGAL SERVICES (Please type or print) Date: November 4, 2004 To: Office of the County Attorney, Attn: Jeff Klatzkow From: Eileen Webster (on behalf of Don Scott) Planning Technician (Name) (Title) Transportation Services Transportation Planning (Division) (Department) Telephone # (Very Important): 213-5831 (Don Scott) Re: Locally Funded Agreement between FDOT and Collier County (US 41 from SR 951 PD &E Study) (Subject) BACKGROUND OF REQUEST/PROBLEM: (Describe problem and give background information - be specific, concise, and articulate.) This agreement was approved by the BCC at the September 28, 2004 meeting as agenda item 10H. The Locally Funded Agreement, Memorandum of Agreement and executive summary are attached for legal review. (Are there documents or other information needed to review this matter? If yes, attach and reference this information.) This item has/has not been previously submitted. (If previously submitted provide County Attorney's Office File No.) No ACTION REQUESTED: (Be very specific. Identify exactly what you need in the way of legal services.) Please review and sign the documents so they may be forwarded to Chairman Fiala for signature. OTHER COMMENTS: cc: Don Scott (All requests must be copied to your appropriate Division ead or Constitutional Officer.) 001 10H FM NO :415621122 01 COUNTY :COLLIER LOCALLY FUNDED AGREEMENT BETWEEN THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION AND COLLIER COUNTY FOR US 41 FROM SR 951 TO CR 92 PD &E STUDY This is an Agreement between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, hereinafter referred to as the 'DEPARTMENT" and COLLIER COUNTY, hereinafter referred to as the "COUNTY" WITNESSETH WHEREAS, the DEPARTMENT has included in its Five Year Work Program the PD& E Study for US 41 from SR 951 to CR 92 under FM No. 415621 122 01 in Fiscal Year 2008/2009, hereinafter referred to as the "PROJECT "; and WHEREAS, the DEPARTMENT is willing to advance the PROJECT to Fiscal Year 2004/2005 and the COUNTY is willing to advance the funds in accordance with Section 339.12(4)(a), Florida Statutes; and WHEREAS, the COUNTY, by Resolution dated the _ day of , 2004, a copy of which is attached hereto and made a part hereof, has authorized the Chairperson of its Board of Commissioners to enter into this Agreement. NOW THEREFORE, in consideration of the mutual benefits to be derived from joint participation in this Agreement, the parties agree as follows: 1. The COUNTY agrees to advance funds to the DEPARTMENT for the total estimated cost of the PROJECT, in the amount of ONE MILLION EIGHT HUNDRED THOUSAND DOLLARS ($1,800,000.00). This amount shall be deposited by the COUNTY, within thirty (30) days of execution of this Agreement, in an interest bearing escrow account in the name of the Florida Department of Transportation with the Department of Financial Services, Division of Treasury and in accordance with the terms and conditions of the Memorandum of Agreement executed by the DEPARTMENT, the COUNTY and the Department of Financial Services and by this reference made a part of this Agreement as though fully set forth herein. Interest from the account shall be left in the account to cover future deficiencies. All deposits shall be made to the Department of Financial Services, Revenue Processing and mailed to the Florida Department of Transportation for processing as follows: Florida Department of Transportation Office of the Comptroller 3 717 Apalachee Parkway Mail Station 42 Tallahassee, FL 32311 Attention: LFA Section 10H Failure of the COUNTY to deposit said amount within the time frame specified above shall be grounds for termination of this Agreement. 2. The DEPARTMENT, after receiving the funds from the COUNTY, in accordance with Paragraph 1, hereinabove, will begin the PROJECT. 3. The DEPARTMENT agrees to a lump sum reimbursement to the COUNTY in accordance with Section 339.12(4)(a), Florida Statutes, completely subject to legislative- approval and appropriation. In any event, payback will not take place before July 1, 2008, the fiscal year in which the PROJECT is currently programmed. 4. The DEPARTMENT and the COUNTY recognize that the exact cost of the PROJECT is not known at this time. The parties recognize that adjustments to the above - referenced costs may be required in the future and that at the option of the parties, amendments may be entered into to revise the funds available for the PROJECT. The COUNTY agrees to advance reasonable additional funds, as requested by the DEPARTMENT, to provide the necessary funding with which to complete the PROJECT. Said request shall be in writing and the additional costs shall be substantiated by the DEPARTMENT. Subject to funds availability, any additional funds advanced by the COUNTY may be reimbursed to the COUNTY after July 1, 2008. Such potential reimbursement date shall be determined and provided to the COUNTY at the time additional funds needed for the PROJECT are identified. 5. Upon final payment to the consultant(s), the DEPARTMENT shall, within three hundred sixty (360) days, furnish the COUNTY with a copy of its final and complete billing of all costs incurred in connection with the work performed hereunder, such statement to follow as closely as possible the order of items contained in the job estimate. All cost records and accounts shall be subject to audit by a representative of the COUNTY within three (3) years after final closeout of the PROJECT. If the final cost exceeds the advanced reimbursable payment, the COUNTY will be invoiced for the balance. Upon receipt of the final invoice, the COUNTY agrees to reimburse the DEPARTMENT in the amount of such actual cost within forty (40) days from the date of the invoice. The COUNTY shall pay an additional charge as specified in Section 55.03, Florida Statutes, on any invoice not paid within the time specified in the preceding sentence, until the invoice is paid. 6. The DEPARTMENT agrees to provide project schedule progress reports to the COUNTY in the standard format used by the DEPARTMENT and at intervals established by the DEPARTMENT. The COUNTY will be entitled at all times to be advised, at its request, as to the status of work being done by the DEPARTMENT and of the details thereof. Either party to the Agreement may request and be granted a conference. 7. All tracings, plans, specifications, maps and/or reports prepared or obtained under this Agreement shall be considered works made for hire and shall become the property of the DEPARTMENT without restriction or limitation on their use. 8. The DEPARTMENT shall not be obligated or liable hereunder to any party other than the COUNTY. N 10H 9. In no event shall the making by the DEPARTMENT of any payment to the COUNTY constitute or be construed as a waiver by the DEPARTMENT of any breach of covenant or any default which may then exist, on the part of the COUNTY, and the making of such payment by the DEPARTMENT while any such breach or default shall exist shall in no way impair or prejudice any right or remedy available to the DEPARTMENT with respect to such breach or default. 10. Unless otherwise specifically stated herein, this Agreement shall be governed by and construed in accordance with the laws of the State of Florida. 11. All notices under this Agreement shall be directed to the following: TO DEPARTMENT: TO COUNTY: Keith Slater, Project Manager Donald Scott Florida Department of Transportation Collier County Transportation Planning P.O. Box 1249 2675 South Horseshoe Drive, Suite 401 Bartow, Florida 33831 Naples, Florida 34104 12. If any part of this Agreement shall be determined to be invalid or unenforceable by a court of competent jurisdiction or by any other legally constituted body having the jurisdiction to make such determination, the remainder of this Agreement shall remain in full force and effect provided that the part of this Agreement thus invalidated or declared unenforceable is not material to the intended operation of this Agreement. 13. To the extent provided by Section 768.28, Florida Statutes, the COUNTY shall indemnify, defend, and hold harmless the DEPARTMENT and all of its officers, agents, and employees from any claim, loss, damage, cost, charge, or expense arising out of any act, error, omission, or negligent act by the COUNTY, its agents, or employees during the performance of this Agreement, except that neither the COUNTY, its agents, or its employees will be liable under this paragraph for any claim, loss, damage, cost, charge, or expense arising out of any act, error, omission, or negligent act by the DEPARTMENT or any of its officers, agents, or employees during the performance of this Agreement. The parties recognize and accept the funding restrictions set forth in Section 339.135(6)(a), and Section 129.07, Florida Statutes, which may affect each of the parties' obligations. Those provisions are as follows: (a) The Department during any fiscal year shall not expend money, incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract. The Department shall require a statement from the Comptroller of the Department that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for periods exceeding one (1) year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years. Section 339.135(6)(a), Florida Statutes. Accordingly, the State of Florida's performance and obligation to pay under this Contract is contingent upon an annual appropriation by the 10H Legislature. When either party receives a notice of claim for damages that may have been caused by the other party in the performance of services required under this Agreement, that party will immediately forward the claim to the other party. Each party will evaluate the claim and report its findings to each other within fourteen (14) working days and will jointly discuss options in defending the claim. 14. This Agreement shall continue in effect and be binding on the parties until the PROJECT is completed, final costs are known and legislatively appropriated reimbursements, if approved, are made by the DEPARTMENT. However, the COUNTY's obligation to maintain the PROJECT after completion by the DEPARTMENT shall survive the term of this Agreement. 15. This document incorporates and includes all prior negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein, and the parties agree that there are no commitments, agreements or understandings concerning the subject matter of this Agreement that are not contained in this document. Accordingly, it is agreed that no deviation from the terms hereof shall be predicated upon any prior representations or agreements whether oral or written. It is further agreed that no modification, amendment or alteration in the terms or conditions contained herein shall be effective unless contained in a written document executed with the same formality and of equal dignity herewith. 4 10H IN WITNESS WHEREOF the COUNTY has caused this Locally Funded Agreement to be executed in its behalf this day of , 2004, by the Chairperson of the Board of Commissioners, authorized to enter into and execute same by Resolution Number of the Board on the day of , 2004, and the DEPARTMENT has executed this Locally Funded Agreement through its District Secretary for District One, Florida Department of Transportation, this day of , 2004. COLLIER COUNTY, FLORI BY: BY: 0043C — ' -. % %� • ' `� CO T ATTORNEY ol ./ By: Jeffrey Kla kow ATITES �EAL) Assistant Collier C my Attorney 1_1lAJ�a E • R - •• ,1,C�-� �> t$St A6 to Ch& i man ' s Approved as to form and legal sufficiency v �_F eipature o-ply. NAME: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ATTEST: (SEAL) EXECUTIVE SECRETARY NAME: 5 1:3is DISTRICT SECRETARY DISTRICT ONE DOT Legal Review: 10H MEMORANDUM OF AGREEMENT THIS AGREEMENT, made and entered into this , day of , 2004, by and between the State of Florida, Department of Transportation, hereinafter referred to as "FDOT" and the State of Florida, Department of Financial Services, Division of Treasury and (Collier County) hereinafter referred to as the "Participant ". WITNESSETH WHEREAS, "FDOT" is currently constructing the following project: Financial Project Number:415621 1 22 01 County: Collier hereinafter referred to as the "Project ". WHEREAS, FDOT and the Participant entered into a Locally Funded Agreement dated , wherein DOT agreed to perform certain work on behalf of the Participant in conjunction with the Project. WHEREAS, the parties to this AGREEMENT mutually agreed that it would be in the best interest of the FDOT and the Participant to establish an interest bearing escrow account to provide funds for the work performed on the Project on behalf of the Participant by the FDOT. NOW THEREFORE, in consideration of the premises and the covenants contained herein, the parties agree to the following: 1. An initial deposit in the amount of $1,800,000.00 (One Million Eight hundred Thousand dollars) will be made by the Participant into an interest bearing escrow account established by the FDOT for the purposes of the project. Said escrow account will be opened with the Department of Financial Services, Division of Treasury, Bureau of Collateral Management on behalf of the FDOT upon receipt of this Memorandum of Agreement. Such account will be an asset of FDOT. 2. Other deposits will be made only by the Participant as necessary to cover the cost of additional work prior to the execution of any Supplemental Agreements. 3. All deposits shall be made payable to the Department of Financial Services Revenue Processing and mailed to the FDOT Office of Comptroller for appropriate processing at the following address: Florida Department of Transportation Office of Comptroller 3717 Apalachee Parkway, Suite B Mail Station 42 Tallahassee, Florida 32311 10H ATTN: LFA Section A copy of this Agreement should accompany any deposits. When the check is mailed to Tallahassee, the District Office should instruct the Participant to mail the District Office a copy of the check. 4. The FDOT's Comptroller and/or her designees shall be the sole signatories on the escrow account with the Department of Financial Services and shall have sole authority to authorize withdrawals from said account. 5. Unless instructed otherwise by the parties hereto, all interest accumulated in the escrow account shall remain in the account for the purposes of the project as defined in the LFA. 6. The Department of Financial Services agrees to provide written confirmation of receipt of funds to the FDOT. FDOT. 7. The Department of Financial Services further agrees to provide periodic reports to the STATE OF FLORIDA STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DEPARTMENT OF FINANCIAL SERVICES COMPTROLLER DIVISION OF TREASURY A��► -rte PARTIC PANT SIGNATURE Donna Fiala, Chairman PARTICIPANT NAME & TITLE PARTICIPANT ADDRESS FEDERAL EMPLOYER I.D. NUMBER Approved a� tdII form and le d— Jeffrey Kllttikow�. '•+` ^, . `` Assistari CoMer County Attorney D IGHTf'E.8#Zt t✓ t✓L EkK Iltt:�i�� as. 3.0• �fi��iri�an ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIa 0 T ' O ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are Xo be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routing order) Office Initials Date 1. -------------------------- appropriate. (Initial) Applicable) 2. -------------------------- 9/28/04 Agenda Item Number 101 3 . -------------------------- signed by the Chairman, with the exception of most letters, must be reviewed and signed 4. -------------------------- Contract Amendment Number of Original 3 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached U PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Artie Bay Phone Number 530 -5390 Contact appropriate. (Initial) Applicable) Agenda Date Item was 9/28/04 Agenda Item Number 101 Approved by the BCC signed by the Chairman, with the exception of most letters, must be reviewed and signed Type of Document Contract Amendment Number of Original 3 Attached I Documents Attached INSTRUCTIONS & CIM KI.ICT I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk . to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the n Q document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's si gnature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. ^ Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 101 MEMORANDUM Date: September 30, 2004 To: Artie Bay, Senior Administrative Assistant PUED From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Contract Amendment #01 -3194R "Completion of the SCRWTP 8 MGD RO Expansion" Enclosed please find two (2) original documents as referenced above, (Agenda Item #10I) approved by the Board of County Commissioners on Tuesday, September 28, 2004. An original copy will be kept in the Minutes & Records Department for the offical record. If you should have any questions, please contact me at ext. 8406. Thank you Enclosures (2) 101 -, Contract Amendment # 01 -3194R "Completion of the SCRWTP 8 MGD RO Expansion" This amendment, dated September 28, 2004 to the referenced agreement shall be by and between the parties to the original Agreement, Wharton -Smith Inc. (to be referred to as "Contractor ") and Collier County, Florida, (to be referred to as "Owner "). Statement of Understanding RE: Contract # 01 -3194R "Completion of the SCRWTP 8 MGD RO Expansion" Whereas the Contractor has agreed to perform the Work in three phases as set forth under the agreement of July 27, 2004; and Whereas, Section 2.13.5 of the agreement calls for the Contractor to develop and submit a schedule for completing the Work. This schedule has been submitted by the contractor to the County Project Manager and is incorporated herein by reference; and Whereas, Section 2.C.1 and Section 3.0 of the agreement collectively stipulate that the Board of County Commissioners approve an amendment to the contract that sets forth the agreed upon schedule and compensation payable to the Contractor for the Work to be performed under Phase 3 of the Agreement; The Contractor agrees that this amends the original Contract and that the Contractor agrees to complete said services in the estimated total amount for all phases of $7,678,866 as per Exhibit A -1 attached. In the event that the Contractor anticipates that the estimated total amount will exceed $7,678,866, the Contractor shall notify the County's Project Manager and obtain prior written approval from the Project Manager to exceed the estimated total amount. All other terms and conditions of the original July 27, 2004 agreement remain unchanged and in full force and effect. IN WITNESS WHEREOF, the Contractor and the County have each, respectively, by an authorized person or agent, hereunder set their hands and seals on the date(s) indicated below. ATTEST: Corporate Secretary itnes By: Dated: q a3 ATTF$T bu al:U. ight� $roc = i rman "s Approved as to form and Legal sufficiency: 1�i� Assistant County Attorney v' CONTRACTOR Wharto S ith, Inc. By: (J� istopher Myer Title: Regional anager Dated: L d CORPORATESEAL OWNER: BOARD OF COUNTY COMMISSIONERS COLLIER CO Y, FLORID24_�_ By: . Donna/Fiala, Chairman Date: September 28, 2004 Item # 1f,� Agendas ��q Date 1 Date Q + Recd Ef 101 Wharton- Smith, Inc. CONSTRUCTION GROUP CORPORATE RESOLUTION I, the undersigned Secretary of Wharton Smith, Inc., a corporation organized and existing under the laws of the State of Florida, do hereby certify that a meeting of the Board of Directors of said corporation, duly held on July 1, 2004 a quorum being present, the following resolution was adopted and entered upon the regular minute book of said corporation, is in accordance with the by -laws and is now in fiill force and effect to -wit: The current list of qualifiers to act for the business organization in all matters connected with its contracting business has now been amended to read: George E. Smith Ronald F. Davoli Erickson H. Palmer Brian E. Hagerich David V. Hayes Christopher M. Myer I HEREBY certify that the foregoing is a true and exact copy of the resolution adopted by the Board of Directors of this Corporation, and that such resolution has not been amended, modified, or revolted and is still in force and effect. Signed and sealed this 1 st day OF July, 2004 C- William C. Robinson, Jr., Secretary (Seal of Corporation) 101 Wharton- Smith, Inc. CONSTRUCTION GROUP September 14, 2004 Roy B. Anderson PE. Collier County Public Utilities Director 3301 E. Tamiami Trail Naples, FL 34112 Re: South County RO project 01- 3194 Subject: Project Estimate Dear Roy, Enclosed please fwd a copy of Wharton Smith's estimate to complete as of September 9, 2004. This estimate was given to M &E and Malcohn Pimie last week for their review. It was our intention to provide -the County with a Guaranteed Maximum Price for the remaining work; however, given the amount of uncertainty'associated with the project Wharton Smith is unable to quantify the cost to complete at this time. The Team of M &E, Malcolm Pirnie, and Wharton Smith have assembled various list of work items to be completed ( punch list, LAN's, incomplete contract work) and are proceeding with the completion/correction of this work Our number one goal at-this time is to complete the work necessary in order to allow water production by the 1a of the year. Unfortunately while executing these tasks Wharton Smith continues to find incomplete, unacceptable work and other latent defects on a daily basis. These items are above and beyond any lists or scopes of work previously identiffed. Due to this ongoing discovery Wharton Smith can not provide Lump Sum or GMAX _price at this time. The estimate - provided indicates an anticipated cost to complete of $8,949,546 of which $1,270,680.00 is for retainage withheld on previous subcontracts. It is our understanding that this amount, although not to be included in the cost, will be paid directly to Wharton - Smith, Inc from the County based on direct invoices. - Please be advised this cost could and most likely will change as additional items are discovered. Please review and advise. Sincerely Christopher M. Myer Regional Manager cc: John French WSI Rob French MPI . Richard Ulkus M&E _ 4912- W. LaSalle Street Tampa, FL 33607 =3810 • Phone: 813/288 -0068 • Fax: 813/288 -0371 CO C032669 PC C048395 CU C056506 101 •q n Wharton - Smith, Inc. GENERAL CONDITIObIS CONSTRUCTION GROUP DESCRIPTION $ TOTALS DESCRIPTION FDi,ecatConstruction $500,000 $877,832 $363,424 $30,232 5 38,142 $57,500 $31,190 $15,000 s $965,000 Cost (Sitework, Civil, Mechanical, Electrical, Instrumentation) $3,610,160 Retainage S1,270.680 TOTAL DIRECT COST $5,845,840 DIRECT Wharton -Smith Cost Estimates 9/22/2004 Form revised 03119/03 Page 1 of 1 2:45 PM S TOTALS GENERAL CONDITIObIS LINE # DESCRIPTION ,EES,INStiR4fA!"y ""...`..... „t �..,....,. ;...._ :. $500,000 $877,832 $363,424 $30,232 5 38,142 $57,500 $31,190 $15,000 I r i s .. ' M'.a. F t :. ,,•; h REIN i' ?1ilANA13EMEl�kT:' ' j; ; , ti :, { !.:....�....M�N��E... �� !..'?: ?..... " 1'�1 .. :.... tr,La'; t "�t 3;,i, ` ?, i c _:,.,' ' ,,i i ., a.. .: ....:. ::.. u:i..s �,,.,, F'.. ...:. ISM ! lElllf�H {idi3W&J .... ... _.: ; r',.r.. PJ ,1�2F' li F�tl}�Ll�a .:.. n 3 t;.., : ........ ; TOTAL GENERAL CONDITIONS $ 1,913,320 SPEG1Ak trQKprrftNS # N11SC�khNEGs Goszs_ : ° '' So TOTAL SPECIAL CONDITIONS SO DIRECT Wharton -Smith Cost Estimates 9/22/2004 Form revised 03119/03 Page 1 of 1 2:45 PM �a IESTIMATING WORKSHEET S 01 1*4 Wharton- Smith, Inc. CONSTRUCTION GROUP LAST ADDENDUM FILENAME: CC SCRO 22- Sep -04 JOB NAME: CC SCRO 2:45 PM ESTIMATE *: 0 LABOR EQUIP Wharton- Smith, Inc. CONSTRUCTION GROUP LAST ADDENDUM FILENAME: CC SCRO 22- Sep -04 JOB NAME: CC SCRO 2:45 PM ESTIMATE *: 0 JS /MINUS ADJUSTMENTS I Bond S 53,082 B Bond S 63,698 SUBSTANTIAL & MILESTONE LD's FINAL LIQUIDATED DAMAGES ........ ............................... P TOTAL ADJUSTED COST $ 7,907, ARK -UP SET AT :............. ................ 12.50% <<Fill In ether % or fixed $» $988 % SALES: 11.05% NDED SUBTOTAL 58,696 ND ADJUSTMENT ON 100% OF CONVENTIONAL CONTRACT VALUE $53 ND ADJUSTMENT FOR CONTRACTS IN EXCESS OF 24 MONTHS (add 1 % per mo over 12 months) Not Applk TOTAL BID 58,949, LIQUIDATED DAMAGES 1 .UIDATED DAMAGES ® FINAL ............. ............................... SO /DAY "IMATED DURATION: ..................... I. :il !:;, °,; "!" E :>}° MONTHS «Fill in planned duration I DURATION, by contract ................. ............................... I 8 MONTHS << Fill in CONTRACT duration CHARGES: .......................................................................... None SUMMARY Form revised 03/19/03 Wharton -Smith Cost Estimates Page 1 of 1 9/22/2004 2:45 PM LABOR EQUIP MAIL SUBS TOTAL $ AMOUNT S AMOUNT S AMOUNT S AMOUNT S AMOUNT kL DIRECT 20,200 $1,120,096 $110,000 $1,524,883 $3,090,861 SS,845,840 kL GCS 16,426 $904,570 $16,000 $955,250 $37,500 $1,913,320 AS % OF DIRECT 81.32% 80.76% 14.55% 62.64% 1.21% 32.734 1L SPECIAL COND'N 0 SO $0 SO $0 $C S TAX $148,808 $148,808 RATED BOND AMOUNT Estimated at: u. COST 36.626 12_024.66A t179 Ann t7 A7A aAl to 172 991 t7 M7 09G JS /MINUS ADJUSTMENTS I Bond S 53,082 B Bond S 63,698 SUBSTANTIAL & MILESTONE LD's FINAL LIQUIDATED DAMAGES ........ ............................... P TOTAL ADJUSTED COST $ 7,907, ARK -UP SET AT :............. ................ 12.50% <<Fill In ether % or fixed $» $988 % SALES: 11.05% NDED SUBTOTAL 58,696 ND ADJUSTMENT ON 100% OF CONVENTIONAL CONTRACT VALUE $53 ND ADJUSTMENT FOR CONTRACTS IN EXCESS OF 24 MONTHS (add 1 % per mo over 12 months) Not Applk TOTAL BID 58,949, LIQUIDATED DAMAGES 1 .UIDATED DAMAGES ® FINAL ............. ............................... SO /DAY "IMATED DURATION: ..................... I. :il !:;, °,; "!" E :>}° MONTHS «Fill in planned duration I DURATION, by contract ................. ............................... I 8 MONTHS << Fill in CONTRACT duration CHARGES: .......................................................................... None SUMMARY Form revised 03/19/03 Wharton -Smith Cost Estimates Page 1 of 1 9/22/2004 2:45 PM COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT CONTRACT ADMINISTRATION ADMINISTRATIVE SERVICES DIVISION July 6, 2005 David Steele Sales Engineer Hill York Service Corporation 4427 Mercantile Avenue Naples, FL 34104 3301 EAST TAMIAMI TRAIL PURCHASING BUILDING NAPLES, FLORIDA 34112 (239) 732 -2667 FAX (239) 732 -0844 101 RE: South County Regional Water Treatment Plant Maintenance Agreement Dear Mr. Steele: am pleased to enclose your copy of the fully executed agreement for the above - referenced services. I appreciate Lori Anderson's and your help in adapting the contract to meet Collier County's requirements and finalizing negotiations. Very truly yours, Lyn M. Wood, C.P.M. Contract Specialist cc: Steve Lang, SCRWTP Bonnie Baer, Finance Clerk of Courts Records and Minutes George Papaioannou, Metcalf & Eddy 101 HILL YORK CERTIFIED MAINTENANCE AGREEMENT HILL YORK SERVICE CORPORATION, hereinafter referred to as "HILL YORK ", and the CUSTOMER (as defined below) enter into this HILL YORK CERTIFIED MAINTENANCE AGREEMENT ( "Agreement ") for the equipment specifically listed below in the Covered Equipment List ( "Covered Equipment "), located at the property known as ( "Property "): South County Water Treatment Plant 3851 Utilities Drive Naples, FL 34117 239 - 352 -0286 Attn: Jim Foster which Property is owned/managed by: Collier County Board of County Commissioners 3301 Tamiami Trail East Naples, FL 34112 hereinafter referred to as "CUSTOMER ". COVERED EQUIPMENT LIST: 2 20 Ton York Split Systems 1 15 Ton York Split System 2 12.5 Ton York Split Systems 1 7.5 Ton York Split System SERVICES PROVIDED UNDER THIS AGREEMENT ARE ONLY THE FOLLOWING ( "Services "): Labor, air filters, belts, and algaecide tablets will be provided to accomplish the following for Covered Equipment only during each scheduled visit as provided below: Replace: • Air filters or clean as needed, as determined in the discretion of HILL YORK based on regularly scheduled inspections by HILL YORK as provided below • Belts as necessary Inspect: & Air filters • Electrical components, contacts, inspect sequence of compressors and air handling units ( "AHU ") • Condition of condenser and evaporator coils • Voltage and amperage drawn on electrical motors and compressors • For excessive vibrations • Adjust all belts and pulleys • Any other items not mentioned above that could cause damage to the unit(s) or cause inefficient operation Initial Date Page 1 of 9 101 Clean: • Condensate drain pans, flush drain lines, treat drain pan with an algae preventative Other: • Lubricate all moving parts of Covered Equipment, as specified by manufacturer • Generally advise CUSTOMER in the operation and performance of the Covered Equipment • HILL YORK's technician will furnish CUSTOMER a completed copy of work order and a recommendation of any repairs apparent to HILL YORK • Except as otherwise provided in this Agreement HILL YORK will furnish necessary labor to inspect the Covered Equipment, and provide and install replacement parts for Covered Equipment Services under this Agreement will be furnished by Hill York for the net sum of $558.33 per month or $6,699.96 per year, which includes 4 equipment service visits per year. OTHER WORK: All other work and emergency service will be performed at the following rates: LABOR: Rates as of 06101103, and are subject to change without notice with thirty (30) days written notice to: Plant Manager, South County Regional Water Treatment Plant, 3851 Utilities Drive, Naples, Florida 34117. Business hours (8:00 a.m. to 5:00 p.m.) $ 90.00 per mechanic/hr After business hours, Saturdays, Sundays and holidays for non - Covered $120.00 per mechanic/hr Equipment After hours rate for Agreement holders $ 30.00 per mechanic/hr Minimum (2) two hour service charge for after hours service — MATERIAL: All materials not covered by this Agreement will be billed at rates set by HILL YORK. AMENDMENTS: Compressors still under factory warranty. Condenser and evaporator coils are not covered. All other components of listed equipment covered. All repairs to be made during normal operating hours of 8:00am to 4:30pm, Monday through Friday. Respectfully submitted on: 6/22/2005 By: David Steele Engineering Initial Date Page 2 of 9 101 TO BE COMPLETED AND SIGNED BY CUSTOMER: The above Agreement is hereby accepted this ' day of , 2005 with the definite understanding that there are no verbal agreements of unde andi s changing or modifying this Agreement as written, and that this Agreement shall not be effective until countersigned below by either a branch manager, vice president or president of HILL YORK, and if not signed by such authorized officer within 90 days hereof, this Agreement shall be null and void. The CUSTOMER acknowledges that CUSTOMER has read and approved the terms, conditions and provisions on the attached page(s) of this Agreement and agrees that such are incorporated into and made fully a part of this Agreement. Approved as to Form and Legal Sufficiency: �7 Robert Zach Assistant County Attorney TO BE COMPLETED BY HILL YORK: CUSTOMER: Collier County Board of County Commissioners By: Q i 194 h 41 fY L1 Print Name: Ste hen Y. Carrell Title: Purchasing/General Services Director The effective date of this Agreement shall be the 1St day of April , 2005, to expire on the 31' day of March , 2006. Print ame CJ'— --*� fitness , _ ZCX0 . � /'j Ll k. Ko `J0. V i C'— Print Name Agreement Number HILL YORK SERVICE CORPORATION By: Z�/�- Print Name: /79/ C -PA9V- t. J-ALAS/ Title: O /Or /MO-W5 molv-9-tv.- Date: '-y" Z.2 b Page 3 of 9 Initial Date 101 TERMS AND CONDITIONS 1. CUSTOMER RESPONSIBILITIES: A. All equipment must be in good operating condition before this Agreement will take effect. Acceptance of this Agreement by HILL YORK assumes that all Covered Equipment is in maintainable condition. The CUSTOMER shall disclose in writing all known or suspected defects or performance conditions prior to execution hereof. If repairs are found necessary during the new agreement start-up inspection or the initial seasonal start-up, a repair proposal will be submitted for approval. If the repair proposal is declined, the non - maintainable items will be eliminated from this Agreement and the agreement price adjusted accordingly or this Agreement may be cancelled or otherwise revised at the option of HILL YORK. B. CUSTOMER shall operate the Covered Equipment per manufacturer's instructions, as may be modified or expanded by HILL YORK and CUSTOMER, and shall maintain an appropriate infrastructure and operating environment for the Covered Equipment and any dependent equipment. CUSTOMER will promptly notify HILL YORK of any unusual operating conditions of the Covered Equipment; permit HILL YORK personnel the use of your common building maintenance tools, such as ladders, etc.; and permit only HILL YORK personnel to work on the Covered Equipment. C. CUSTOMER shall provide adequate access to equipment to permit servicing without other than normal expense and effort. CUSTOMER shall provide sufficient working space, free of obstacles, in and around the Covered Equipment to enable HILL YORK to perform the Services safely, efficiently and without undue effort. The CUSTOMER shall provide adequate parking for HILL YORK service vehicles. CUSTOMER shall provide sufficient and appropriate disposal facilities, for belts, filters and other components changed by HILL YORK pursuant hereto. The furnishing of water treatment to protect the equipment is the responsibility of the CUSTOMER. 2. TERMS: A. Full payment is due in accordance with F.S. 218, also known as the Florida Prompt Payment Act. Payments not made within sue fifteen day in accordance with the Florida Prompt Payment Act shall accrue interest in accordance with F.S. 218. B. Failure to make payments when due shall relieve HILL YORK of the entire obligation of this Agreement upon thirty (30) days written notice. Q if-, by any reason of default in the paymefft of any sums due HILL YORK undef the tefffflffi —and eefiditions of thi eests of eetu4 and reasonable attemey's fees ineuffed eF expended by HILL V014 D. The effective date shall be inserted by HILL YORK upon approval of this Agreement. This Agreement shall commence on the effective date of the contract and shall continue from year to year thereafter until terminated. Either party may terminate this Agreement by giving (30) day's prior written notice to the other party. 3. GENERAL PROVISIONS: A. It is mutually understood that replacement parts, refrigerant and supplies other than those specified in this Agreement must be purchased by the CUSTOMER from HILL YORK at HILL YORK's current rates, and installed by HILL YORK during the term of this Agreement. B. HILL YORK shall not be required to furnish any items or equipment that is recommended or required by insurance companies, governmental bodies or any other authorities. C. HILL YORK shall not be responsible for system design or its performance in maintaining design conditions. D. This Agreement is predicated upon a boiler machinery policy covering the compressors and motors in form and coverage satisfactory to HILL YORK. E. If HILL YORK is required to make repairs and/or replacements occasioned by improper operation, damage caused by electrolytic action, deterioration due to rust, erosion or corrosion, negligence or misuse of the equipment, or due to any cause beyond our control, except ordinary wear and tear CUSTOMER shall reimburse HILL YORK for the expense incurred in making such repairs and/or replacements. F. HILL YORK shall not be liable for injuries to persons or damages to property or products except those due to the negligent acts or omissions of HILL YORK employees. G. HILL YORK gives Customers under Agreements preferential service scheduling over non - contract types of service activity normally taken by the company. Initial Date Page 4 of 9 101 H. This Agreement contains the entire agreement and shall become effective on the date shown below, provided it has been accepted by the CUSTOMER and approved by HILL YORK. Any claims, which the CUSTOMER has, will be only against HILL YORK. There are no other parties to this Agreement. I. HILL YORK shall perform the Services shown in this Agreement during normal working hours except as may be otherwise specifically provided herein. If it becomes necessary that HILL YORK work overtime hours or days or provide additional personnel not contemplated by HILL YORK, the CUSTOMER shall reimburse HILL YORK, mod, for all costs incurred as a result of such overtime work or additional personnel. J. The CUSTOMER shall not cause, or permit any tenants or any occupants of the Property to cause, any hindrance or delay to the progress of the Services. If HILL YORK sustains any damages through any delay, hindrance or other act or omission of the CUSTOMER, or tenants or occupants of the Property, the CUSTOMER shall reimburse HILL YORK, an deffead. HILL YORK shall not be responsible for any delay in or failure to perform by any reason of force majeure, including but not limited to: (i) the inability to obtain parts on a timely basis or at all, (ii) shortages or unavailability of skilled labor, (iii) strikes, acts of terrorism, war, casualty, accidents, civil disturbance, acts of government, (iii) weather, or (iv) the discovery of any contamination, hazardous materials or any unknown or undisclosed condition in the Property or the Covered Equipment. K. If the progress of the Services shall be substantially obstructed or delayed by reason of the occurrence of an event beyond the control of HILL YORK, including any act, neglect, delay or default of the CUSTOMER, any act of God, fire, strikes, labor disputes, adverse weather conditions, acts of terrorism, war, governmental preemption in connection with a national emergency, rules, orders or regulations of any governmental authority, then HILL YORK shall be entitled to be paid any additional costs incurred by HILL YORK, ' . No charge shall be made by the CUSTOMER for storage of materials, tools and equipment on the Property during such delay. L. HILL YORK is not responsible nor liable for the consequences of the CUSTOMER's failure to strictly follow HILL YORK's directions for performance of the Services or occupancy of the Property. Customer further acknowledges that certain equipment may have to be shut down in order to make repairs pursuant to this Agreement, and that the availability of parts may affect the period of such shutdown. The Customer shall be solely responsible for obtaining other facilities during such period that the air conditioning systems are shut down. M. HILL YORK MAKES NO REPRESENTATIONS OR WARRANTIES EXCEPT AS MAY BE SPECIFICALLY SET FORTH IN THIS AGREEMENT. HILL YORK HEREBY EXPRESSLY DISCLAIMS ALL REPRESENTATIONS AND WARRANTIES, EXPRESS AND IMPLIED, WRITTEN AND ORAL, ARISING FROM COURSE OF DEALING, COURSE OF PERFORMANCE, USAGE OF TRADE, AND OTHERWISE, INCLUDING, BUT NOT LIMITED TO, IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, FITNESS OR APPROPRIATENESS FOR USE IN A PARTICULAR LOCATION OR CONDITION, SATISFACTION FOR PURCHASER'S PARTICULAR REQUIREMENTS, QUALITY, TITLE, AND NON - INFRINGEMENT, IN CONNECTION WITH THE SERVICES, WHETHER ARISING BY OPERATION OF LAW OR OTHERWISE. N. If CUSTOMER believes that any of the Services are materially defective, HILL YORK will perform the labor to correct such material defects as are determined by HILL YORK to be inconsistent with the terms of this Agreement, such conditioned upon: (1) the CUSTOMER notifying HILL YORK in writing, specifying the alleged defect, during the term of this Agreement, but no more than ninety (90) days after performance of the Services alleged to be defective, and (2) HILL YORK determining that the Services were defective. The labor for correction of such defective Services shall be CUSTOMER's sole and exclusive remedy hereunder. HILL YORK shall have no liability for and provides no warranty hereunder with respect to any parts or materials furnished, delivered or installed by HILL YORK, such being furnished "AS IS, and WITH ALL FAULTS"; any and all warranties with respect thereto being solely provided by the manufacturer thereof and CUSTOMER's rights being solely governed thereby. Return of parts and materials shall be strictly as provided by the applicable manufacturer's policies. O. The CUSTOMER acknowledges that there have been media reports alleging concerns with the presence of mold in buildings. The CUSTOMER also agrees that there is no warranty or guaranty by HILL YORK, whether express or implied, that the air conditioning and ventilation system(s) and equipment are free from microbial contaminants, toxins, chemicals, asbestos, or hazardous materials and substances that have been determined by proper authorities to be detrimental to the safety or health and welfare or human and animal population and the environment, and that such investigation is not included in the Services. The CUSTOMER acknowledges and agrees that HILL YORK shall not be responsible or liable for, such being expressly waived by the CUSTOMER: (1) water damage, water problems, or mold, bacterial, chemical, gases, allergens, pathogens, airborne particulates, vapors, or other contamination or problems, (2) any other problems which may occur or may become evident during or after the performance of the Services, (3) the costs of repairing or remediating any water problems, microbial contamination, or any other defects or conditions in the Property not covered by the Services under this Agreement, (4) any future microbial contamination, or other defects in the Property and improvements, systems, or components, (5) excess humidity or condensation arising from or related to the operation of Initial Date Page 5 of 9 161 the air conditioning system, including without limitation, any Covered Equipment, (whether or not due to any shut down), excess carbon dioxide, or improperly fresh air exchange, (6) contamination by hazardous materials or waste as may be - defined under applicable law, or (7) the removal, encapsulation, handling or disposal of hazardous materials or waste, chemicals, or microbial contamination. The CUSTOMER shall advise HILL YORK in writing of the presence of any asbestos - containing materials ( "ACM ") in the areas in which any Covered Equipment is located or in which any Services may be performed. CUSTOMER shall remove, encapsulate or seal such ACM as required by applicable federal, state or local law in order to protect HILL YORK'S contractors, employees and agents, and occupants of the Property from exposure to asbestos. P. It is the responsibility of the CUSTOMER to provide building plans, drawings, reports or other information as required by HILL YORK as necessary to perform the Services. The CUSTOMER understands that procedures in or changes in the occupancy, maintenance procedures, construction, and many other factors can have a significant effect on the ventilation systems and equipment, and that it is not the responsibility of HILL YORK hereunder to identify or study such conditions. Q. The CUSTOMER hereby acknowledges and agrees that the liability of HILL YORK, its officers, employees, and agents is limited in all respects to the amount of the sums paid to HILL YORK pursuant to this Agreement, and the CUSTOMER hereby expressly waives and relinquishes all other claims, demands, actions, suits, and damages (including but not limited to lost revenues or lost profits, costs of application or reapplication, or damage to any substrate in the performance of the Services consequential and economic, exemplary, extra - contractual, punitive, special and other damages of any kind whatsoever) arising from or in connection with HILL YORK's performance pursuant to this Agreement, Of —dHe te afty - flegligellee OF aets er emissions of HILL i'ORK, its effieefs, efflPleyees, agents e s4eensulWAAs, or arising from any entry onto or in the Property, or made by any third parties against the client in connection therewith, whether or not any party had been advised of the possibility or probability thereof and even if the remedies otherwise available fail of their essential purpose, such being expressly waived by the CUSTOMER. R. This Agreement shall be governed in all respects by the laws of the State of Florida, without giving effect to principles of conflicts of law. Except as provided below in this section, all disputes between CUSTOMER and HILL YORK arising out of or connected in any way with this Agreement shall be resolved by arbitration in accordance with the Florida Arbitration Code filed with the American Arbitration Association to be heard in Ind Collier County, Florida. S. A purported waiver by either party of any terms or conditions of this Agreement shall not be valid or enforceable unless it is contained in a written instrument signed by the party to be charged therewith. This Agreement and the documents incorporated herein by reference constitute the entire understanding of the parties concerning the Project and supersede all prior negotiations, instruments and written or oral agreements between them related to the subject matter hereof. This Agreement may not be amended or modified orally but only by an instrument signed by the party to be charged with enforcement thereof. No provision contained in this Agreement shall confer any benefit upon or grant any rights to any third parties nor give to third parties any claim or right of action beyond such as may legally exist in the absence of any such provision. Any provision of this Agreement is invalid or unenforceable as against any person or party; the remainder of this Agreement and the applicability of such provision to other persons or parties shall not be affected thereby. Each provision of this Agreement shall, except as otherwise herein provided, be valid and enforceable to the fullest extent permitted by law. T. This Agreement may be executed by facsimile or electronic signature, such by deemed an original. HILL YORK may rely on verbal and electronic authorization for any repairs or replacements made pursuant hereto whether or not such is for an extra charge and HILL YORK's log thereof shall be deemed definitive confirmation thereof. U. The individual executing this Agreement on behalf of CUSTOMER, warrants and represents to HILL YORK that he /she has the full authority to execute this Agreement and bind the CUSTOMER to the terms hereof. V. HILL YORK shall provide proof of insurance to the CUSTOMER as listed in the insurance menu on Exhibit A. 4. SERVICES UNDER THIS AGREEMENT DO NOT INCLUDE: A. Condensate drain lines beyond the drain outlet of Covered Equipment. B. Moving or relocating Covered Equipment, including any work necessary by enforcement of building codes. C. Replacement of parts or components, or servicing, repairs or restoration due to or related to: (i) rust, electrolytic action, corrosion, misuse, or erosion; (ii) cosmetic damage, (iii) poorly maintained water condition; (iv) use of well water, salt water, or brackish water, including from any pumps extending below ground level, (v) service, repairs or replacements by CUSTOMER or by others, (vi) inappropriate or improper operation or failure to operate, or damage to, the Covered Equipment or equipment, on which the Covered Equipment is dependent, or (vii) out -of- warranty compressors (parts and labor). D. Air balancing, efficiency of systems, duct cleaning, or the repair or replacement of ductwork, VAV boxes, piping, pneumatic systems E. Chiller condenser or evaporator tubes. Initial Date Page 6 of 9 101 F. Removal of evaporator coils for cleaning. Chemical or pressure cleaning of condenser coils and tubes, evaporator coils and tubes, and heat exchangers unless specified otherwise. G. Any refrigerants no longer manufactured or prohibited under governmental regulations, or any chiller refrigerant reclamation. H. Repair or replacement of cabinets, doors, gaskets, hardware, shelving drip pans, ice bins, or glass. I. Electrical service beyond Covered Equipment, including service calls, and repairs related to power failures, disconnect switches, circuit breakers, fuse replacement, motor starters, circuit boards, and smoke detectors. 1. Cooling tower repairs except for repair of moving parts. K. Piping. L. Fire detection and suppression systems. M. Variable frequency drives, unless specified otherwise. Initial Date Page 7 of 9 aeoRV1e CERTIFICATE OF LIABILITY INSURANCE OP ID �] DATE(MMIY COLLI -2 05/03/05 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Insurance and Risk Management ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, Services, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR INSR DD ' - -.... -- ` - - -' - .... .... - - - - - LTR NS TYPE OF INSURANCE POLICY NUMBER 8950 Fontana Del Sol Way #200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Naples FL 34109 -4374 i EACH OCCURRENCE Phone:239- 649 -1444 Fax:239- 649 -7933 INSURERS AFFORDING COVERAGE NAIC# INSURED 64- A3 -EX- 0000015 -0 - DAMAGE TO RERTED- _ 10/01/04 10/01/05 PREMisi Eaoccurerwe) i' x$2,000,000__ INSURERA: Princeton Excess & Sur lus CLAIMS MADE �� OCCUR 'INSURER B: Lexington Insurance Cowany _.- I IVIED EXP (Any one person) Collier County Government -- Risk Management Department INSURERC: E PERSONALBADV INJURY -... _ ... - - 3301 Tamiami Trail East #D ' ;INSURER O: Naples FL 34112 1_ GENERAL AGGREGATE ;32,000,000 INSURER E: COVERAGES j PRODUCTS - COMP /OP AGG THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR DD ' - -.... -- ` - - -' - .... .... - - - - - LTR NS TYPE OF INSURANCE POLICY NUMBER POLICY TCTIN- PifRAYION - ---- - --... - -- - - -- — DATE MWDD/YY ) DATE MM /DD LIMITS GENERAL LIABILITY EACH OCCURRENCE ;$2,000,000 A X COMMERCIAL GENERAL LIABILITY 64- A3 -EX- 0000015 -0 - DAMAGE TO RERTED- _ 10/01/04 10/01/05 PREMisi Eaoccurerwe) i' x$2,000,000__ CLAIMS MADE �� OCCUR _.- I IVIED EXP (Any one person) $1,000 sta 320e,000 acuxxsHCe E PERSONALBADV INJURY -... _ ... - - I s2,000,000 1_ GENERAL AGGREGATE ;32,000,000 GENT AGGREGATE LIMIT APPLIES PER. j PRODUCTS - COMP /OP AGG $ PRO- ' POLICY I JECT LOC ( - -- - -. _.... ..... - -- I AUTOMOBILE LIABILITY C.OMBINED SINGLE LIMIT $ 1 000 000 A X ANY AUTO 64- A3 -EX- 0000015 -00 10/01/04 10/01/05 I {Eaaccidenq + + ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS sia 4200,000 occuaaeHCS (Per person) I $ S HIRED AUTOS BODILY INJURY NON- GWNEDAUTOS j (Paraccidenl) S _. - _._... _._. _.. .. ., ... _.._..._.._ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ! AUTO ONLY - EA ACCIDENT $ ANY AUTO I EA ACC OTHER THAN S 4 i AUTO ONLY: AGO $ EXCESSIUMBRELIIA LIABILITY ! EACH OCCURRENCE ! •-- $ -- r---^ OCCUR I CLAIMS MADE 1 °----- ---- ._..._. .. _..._--I----------- j l AGGREGATE S DEDUCTIBLE S RETENTION $ WORKERS COMPENSATION AND ' X TORY LIMITS ER EMPLOYERS' LIABILITY A 64- A3 -EX- 0000015 -001 10/01/04 ' 10/01/05 E.L. EACH ACCIDENT ' S600,000 ANY PROPRiETOR7PAR7NER /EXECUTIVE OFFICER+MEMBEREXCLUDED? SIR $350,000 I EL.DISEASE- EAEMPLOYEEI S 600,000 1 yyes. describe under Sf�ECIAL PROVISIONS below - - -' - - -- E L. DISEASE, POLICY LIMIT - - -- -- $600,000 OTHER B Property 2714358 10/01/04 10/01/05 Primary $5,000,000 Retention $100,000 DESCRIPT104 OF OPERATIONS/ LOCATIONS/ VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Self Insured Retention included within limits of liability; RE: (2) 20 'Ton York Split Systems, (1) 15 Ton York Split System, (2) 12.5 Ton York Split Systems and (1) 7.5 Ton York Split System CERTIFICATE HOLDER CANCELLATION Hill York Service Corporation ACORD 25 (2001108) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. r• ,,y ,y AUTHORIZED REPRESENTATIVE . .1� .. i+'''+'" +?' 7 ✓ x err'} tf N�, ".�c%�t' `, William H. Kuhlman" CPCU l d ACORD CORPORATION 1988 log ACORD,. CERTIFICATE OF LIABILITY INSURANCE page 1 of 3 06/24/2005 PRODUCER 877- 945 -7378 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Willis North America, Inc. - Regional Cert Center HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 26 Century Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. Box 305191 Nashville, TN 372305191 INSURERS AFFORDING COVERAGE NAIC# INSURED Hill York Service Corporation INSURERA: Zurich American Insurance Company 27855 -002 4427 Mercantile Avenue INSURERB:American Guarantee and Liability Insuranc 26247 -001 Naples, FL 33942 INSURER C: INSURERD: INSURERS: nn"0oer_0c THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILT R LTR DD' INSR TYPE OF INSURANCE POLICY NUMBER PDATEYMMIDDfYYE POLICY EXPIRATION LIMITS A AU RIZED REPRESENTA I GENERAL LIABILITY GL0352118403 4/1/2005 ,4/1/2006 EACHOCCURRENCE $ 11000,000 PREMISETO R ENErD n re $ 300,000 $ COMMERCIAL GENERAL LIABILITY MED EXP (Any one person) $ 10,000 CLAIMS MADE 1XI OCCUR PERSONAL &ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GENI AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OPAGG $ 2,000,000 POLICY X JECT LOC A AUTOMOBILE LIABILITY BAP352118503 4/1/2005 4/1/2006 COMBINED SINGLE LIMIT $ 11000,000 X ANYAUTO (Eaaccident) BODILY INJURY $ ALLOWNEDAUTOS SCHEDULEDAUTOS (Per person) BODILY INJURY $ HIRED AUTOS NON- OWNEDAUTOS (Per accident) PROPERTYDAMAGE $ (Per accident) GAR AGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHERTHAN EAACC $ ANY AUTO'. $ AUTOONLY: AGG B EXCESS LIABILITY AUC931054002 4/1/2005 4/1/2006 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 OCCUR 11 CLAIMS MADE $ DEDUCTIBLE $ RETENTION $ i A WORKERS COMPENSATION AND WC352118303 4/1/2005 4/1/2006 X I TORY LIMITS OER E.L. EACH ACCIDENT $ 1,000,000 EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. DISEASE - EAEMPLOYEE $ 1,000,000 OFFICERIMEMBEREXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT', $ 2L,000,000 A OTHERFidelity Bond CP0931048702 4/l/2005 4 1 2006 500,000 Employee Theft DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Re: South Collier Water Treatment Plant The described Excess Liability is an Umbrella Form, and the limits of liability are excess above the described General Liability, Auto Liability and Workers Compensation Employers Liability limits of insurance. Collier County Board of County Commissionersis named as an Additional Insured with respect to work f'FDTICIPATF wee ng=p CANCFI I ATION ACORD 25 (2001/08) Coll:1331673 Tpl:358371 Cert:58796U1 UAGUKUGUKFUFIAIIUN1VOO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Collier County Board of County Commissioners Attn: Lyn Wood REPRESENTATIVES. AU RIZED REPRESENTA I 3301 East Tamiami Trail Naples, FL 34112 ACORD 25 (2001/08) Coll:1331673 Tpl:358371 Cert:58796U1 UAGUKUGUKFUFIAIIUN1VOO 101 Willis CERTIFICATE OF LIABILITY INSURANCE page 2 of 3 06/24/2005 PRODUCER 877- 945 -7378 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Willis North America, Inc. - Regional Cart Center 26 Century Blvd. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# P. O. Box 305191 Nashville, TN 372305191 INSURED Hill York Service Corporation INSURER& Zurich American Insurance Company 27855 -002 INSURERB:American Guarantee and Liability Insuranc 26247 -001 4427 Mercantile Avenue Naples, FL 33942 INSURER C: INSURERD: INSURER E, performed on the above described project. Co11:1331673 Tp1:358371 Cert:5879601 ACORD 25 (2001108) Co11:1331673 Tp1:358371 Cert:5879601 Exhibit A Collier County Florida Insurance Requirements INSURANCE TYPE REQUIRED LIMITS X 1. Workers' Compensation X 2. Commercial General Liability (Occurrence Form) patterned after the current I.S.O. form with no limiting endorsements Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements. Bodily Injury & Property Damage $1,000,000 Single Limit Per Occurrence 101 X 3. INDEMNIFICATION: To the maximum extent permitted by Florida law, the ContractorNendor /Consultant shall indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the ContractorNendor /Consultant or anyone employed or utilized by the ContractorNendor /Consultant in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph. This section does not pertain to any incident arising from the sole negligence of Collier County. X 4. Automobile Liability Owned /Non- owned /Hired Automobile Included N/A 5. Other Insurance as indicated below: a) Professional Liability b) Builder's Risk $1,000,000 Each Occurrence Page 8 of 9 $-0- $ -0- Initial Date Collier County Florida Insurance Requirements (Continued) 101 X 6. Contractor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same contractor shall provide the County with certificates of insurance meeting the required insurance provisions. X 7. Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability. X 8. Collier County Board of County Commissioners shall be named as the Certificate Holder. NOTE: The "Certificate Holder" should read as follows: Collier County Board of County Commissioners 3301 East Tamiami Trail Naples, FL 34112 X 9. Thirty (30) Days Cancellation Notice is required. X 10. The Certificate must state the Bid Number and Title. BIDDER'S AND INSURANCE AGENT STATEMENT: We understand the insurance requirements contained in these specifications, and that the evidence of said insurance may be required within five (5) business days of the award of bid. Bidder Signature of Bidder Insurance Agency Signature of Bidder's Agent Page 9 of 9 Initial Date V J ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routing order) Office Initials Date 1. approPriat e. (Initial) Applicable) 2. Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number 3. q l`Z—� `O k o . "I. 4. Q �J�SZ- Number of Original 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached o -y f/J ' PRIMARY CONTACT INFORMATION U (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff cc �'�5 �0.�f'�l Phone Number N/A (Not Contact approPriat e. (Initial) Applicable) Agenda Date Item was Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number Approved by the BCC q l`Z—� `O k o . "I. Type of Document Q �J�SZ- Number of Original Attached �Y' " 1 Documents Attached INSTRUCTIONS & CHECKLIST 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not approPriat e. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 V ,*- j2 1-_� 10 j ITEM NO. �,� j� [HOATE RECEIVED: V 'j FILE NO.. i7 ��- �: -�� a ROUTED TO. . I /' —�— DO NOT WRITE ABOVE THIS LINE REQUEST FOR LEGAL SERVICES Date: October 1, 2004 To: Office of the County Attorney CAI( Attention: Scott Teach From: Kelsey Ward, Senior Purchasing & Contracts Agent Purchasing Department, Extension 8949 Administrative Services Division . a Re: Contract #04 -3629; "Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization Long -Range Transportation Plan (LRTP) 2030 Update" Cella & Associates, Inc.; Contractor BACKGROUND OF REQUEST: This Contract was approved by the BCC on September 28, 2004, Agenda Item 10.J. This item has not been previously submitted. ACTION REQUESTED: Contract review and approval. OTHER COMMENTS: Scott, This is a standard Agreement with no changes. Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me. Purchasing would appreciate notification when the documents exit your office. Thank you. /bkh Cc: Johnny Limbaugh, MPO Director it MEMORANDUM I 0i DATE WCLr,VED OAT - 12004 RISK *AGEMENT 0'k � TO: Sheree Mediavilla Department �\ Risk Management p O � 1 FROM: Kelsey Ward, Senior Purchasing & Contracts Agent Purchasing Department DATE: October 1, 2004 RE: Review of Insurance for Contract #04 -3629; "Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization Long -Range Transportation Plan (LRTP) 2030 Update" Cella & Associates, Inc.; Contractor This Contract was approved by the BCC on September 28, 2004, Agenda Item 10.J. Please review the Insurance Certificate in this Agreement for the above - referenced contract. If everything is acceptable, please forward to the County Attorney for further review and approval. Also will you advise me when it has been forwarded. Thank you. If you have any questions, please contact me at extension 8949. /bkh Cc: Johnny Limbaugh, MPO Director 10j . MEMORANDUM Date: October 5, 2004 TO: Kelsey Ward, Senior Purchasing & Contracts Agent Purchasing Department Administrative Services Division FROM: Ann Jennejohn, Deputy Clerk Minutes and Records Re: Contract #04 -3629; "Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization Long -Range Transportation Plan 2030 Update Enclosed are three (3) original documents, as referenced above (Agenda Item #10J) approved by the Board of County Commissioners on Tuesday, September 28, 2004. Kindly forward the documents to the appropriate parties for their records. The Finance Department and Minutes & Records Department have their copies. If you should have any questions, you may contact me at 774 -8406. Thank you, Enclosures (3) 10 Contract 04 -3629 "Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization Long -Range Transportation Plan (LRTP) 2030 Update" PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT is made and entered into thisday of 2004, by and between the Board of County Commissioners for Collier C unty, Florida, a political subdivision of the State of Florida (hereinafter referred to as the "COUNTY' or "OWNER ") and Cella & Associates, Inc., authorized to do business in the State of Florida, whose business address is 2125 First Street, Suite 201, Fort Myers, FL 33901 (hereinafter referred to as the "CONSULTANT "). WITNESSETH: WHEREAS, the OWNER desires to obtain the professional services of the CONSULTANT concerning Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization Long -Range Transportation Plan (LRTP) 2030 Update (hereinafter referred to as the "Project "), said services being more fully described in Schedule A, "Scope of Services ", which is attached hereto and incorporated herein; and and WHEREAS, the CONSULTANT has submitted a proposal for provision of those services; WHEREAS, the CONSULTANT represents that it has expertise in the type of professional services that will be required for the Project. NOW, THEREFORE, in consideration of the mutual covenants and provisions contained herein, the parties hereto agree as follows: 1 ARTICLE ONE 10J CONSULTANT'S RESPONSIBILITY 1.1. CONSULTANT shall provide to OWNER professional consulting services in all phases of the Project to which this Agreement applies. 1.2. The Basic Services to be performed by CONSULTANT hereunder are set forth in the Scope of Services described in detail in Schedule A. The total compensation to be paid CONSULTANT by the OWNER for all Basic Services is set forth in Article Five and Schedule B, "Basis of Compensation ", which is attached hereto and incorporated herein. 1.3. The CONSULTANT agrees to obtain and maintain throughout the period of this Agreement all such licenses as are required to do business in the State of Florida and in Collier County, Florida, including, but not limited to, all licenses required by the respective state boards and other governmental agencies responsible for regulating and licensing the professional services to be provided and performed by the CONSULTANT pursuant to this Agreement. 1.4. The CONSULTANT agrees that, when the services to be provided hereunder relate to a professional service which, under Florida Statutes, requires a license, certificate of authorization or other form of legal entitlement to practice such services, it shall employ and /or retain only qualified personnel to provide such services to owner. 1.5. CONSULTANT agrees to employ and designate, in writing, within five (5) calendar days after receiving its Notice to Proceed, a qualified licensed professional to serve as the CONSULTANT's project manager (hereinafter referred to as the "Project Manager "). The Project Manager shall be authorized and responsible to act on behalf of the CONSULTANT with respect to directing, coordinating and administering all aspects of the services to be provided and performed under this Agreement. Within five (5) calendar days from the Notice to Proceed issued by the OWNER to the CONSULTANT, the CONSULTANT shall deliver to the OWNER a written statement, executed by the proper officers of the CONSULTANT, 2 y: acknowledging that the Project Manager shall have full authority to bind n igate thq, CONSULTANT on all matters arising out of or relating to this Agreement. The CONSULTANT agrees that the Project Manager shall devote whatever time is required to satisfactorily manage the services to be provided and performed by the CONSULTANT hereunder. The person selected by the CONSULTANT to serve as the Project Manager shall be subject to the prior approval and acceptance of the OWNER. 1.6. CONSULTANT agrees, within fourteen (14) calendar days of receipt of a written request to do such from the OWNER, to promptly remove and replace the Project Manager, or any other personnel employed or retained by the CONSULTANT, or any subconsultants or subcontractors or any personnel of any such subconsultants or subcontractors engaged by the CONSULTANT to provide and perform services or work pursuant to the requirements of this Agreement, whom the OWNER shall request in writing to be removed, which request may be made by the OWNER with or without stating its cause to CONSULTANT. 1.7. The CONSULTANT has represented to the OWNER that it has expertise in the type of professional services that will be performed pursuant to this Agreement. The CONSULTANT agrees that all services to be provided by CONSULTANT pursuant to this Agreement shall be subject to the OWNER's review and approval and shall be in accordance with the generally accepted standards of professional practice in the State of Florida, as well as in accordance with all published laws, statutes, ordinances, codes, rules, regulations and requirements of any governmental agencies which regulate or have jurisdiction over the Project or the services to be provided and performed by CONSULTANT hereunder. In the event of any conflicts in these requirements, the CONSULTANT shall notify the OWNER of such conflict and utilize its best professional judgment to advise OWNER regarding resolution of each such conflict. 1.8. CONSULTANT agrees not to divulge, furnish or make available to any third person, firm or organization, without OWNER's prior written consent, or unless incident to the proper performance of the CONSULTANT's obligations hereunder, or in the course of judicial or legislative proceedings where such information has been properly subpoenaed, any non - public 3 information concerning the services to be rendered by CONSULTANT eV reuJer, aril.: CONSULTANT shall require all of its employees, agents, subconsultants and subcontractors to comply with the provisions of this paragraph. ARTICLE TWO ADDITIONAL SERVICES OF CONSULTANT If authorized in writing by OWNER, CONSULTANT shall furnish or obtain from others Additional Services of the types listed in Article Two herein. These services will be paid for by OWNER as indicated in Article Five and Schedule B. The following services, if not otherwise specified in Schedule A as part of Basic Services, shall be Additional Services: 2.1. Preparation of applications and supporting documents (except those already to be furnished under this Agreement) for private or governmental grants, loans, bond issues or advances in connection with the Project. 2.2. Services resulting from significant changes in the general scope, extent or character of the Project or its design including, but not limited to, changes in size, complexity, OWNER's schedule or character of construction; and revising studies, reports, design documents or Contract Documents previously accepted by OWNER when such revisions are required by changes in laws, rules, regulations, ordinances, codes or orders enacted subsequent to and not reasonably anticipated prior to the preparation of such studies, reports or documents, or are due to any other causes beyond CONSULTANT's control. 2.3 Providing renderings or models for OWNER's use. 2.4 Investigations and studies involving detailed consideration of operations, maintenance and overhead expenses; the preparation of feasibility studies, cash flow and economic evaluations, 4 rate schedules and appraisals; and evaluating processes available for licensing d assti4 OWNER in obtaining process licensing. 2.5. Furnishing services of independent professional associates and consultants for other than the contract services to be provided by CONSULTANT hereunder. 2.6. Services during out -of -town travel required of CONSULTANT and directed by OWNER, other than visits to the Project site or OWNER's office. 2.7 Preparation of operating, maintenance and staffing manuals, except as otherwise provided for herein. 2.8. Preparing to serve or serving as a CONSULTANT or witness for OWNER in any litigation, or other legal or administrative proceeding, involving the Project (except for assistance in consultations which are included as part of the Basic Services to be provided herein). 2.9 Additional services rendered by CONSULTANTS in connection with the Project, not otherwise provided for in this Agreement or not customarily furnished in Collier County in accordance with generally accepted Professional practice. ARTICLE THREE OWNER'S RESPONSIBILITIES 3.1. The OWNER shall designate in writing a project coordinator to act as OWNER's representative with respect to the services to be rendered under this Agreement (hereinafter referred to as the "Project Coordinator "). The Project Coordinator shall have authority to transmit instructions, receive information, interpret and define OWNER's policies and decisions with respect to CONSULTANT's services for the Project. However, the Project Coordinator is not authorized to issue any verbal or written orders or instructions to the CONSULTANT that would have the effect, or be interpreted to have the effect, of modifying or changing in any way whatever: E 10,E (a) The scope of services to be provided and performed by the CONSULTANT hereunder; (b) The time the CONSULTANT is obligated to commence and complete all such services; or (c) The amount of compensation the OWNER is obligated or committed to pay the CONSULTANT. 3.2. The Project Coordinator shall: (a) Review and make appropriate recommendations on all requests submitted by the CONSULTANT for payment for services and work provided and performed in accordance with this Agreement; (b) Provide all criteria and information requested by CONSULTANT as to OWNER' requirements for the Project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations; (c) Upon request from CONSULTANT, assist CONSULTANT by placing at CONSULTANT's disposal all available information in the OWNER'S possession pertinent to the Project, including existing drawings, specifications, shop drawings, product literature, previous reports and any other data relative to the Project (d) Arrange for access to and make all provisions for CONSULTANT to enter the Project site to perform the services to be provided by CONSULTANT under this Agreement; and (e) Provide notice to CONSULTANT of any deficiencies or defects discovered by the OWNER with respect to the services to be rendered by CONSULTANT hereunder. 0 R .. ARTICLE FOUR OJ TIME 4.1. Services to be rendered by CONSULTANT shall be commenced subsequent to the execution of this Agreement upon written Notice to Proceed from OWNER for all or any designated portion of the Project and shall be performed and completed in accordance with the Project Schedule attached hereto and made a part hereof as Schedule C. Time is of the essence with respect to the performance of this Agreement. 4.2. Should CONSULTANT be obstructed or delayed in the prosecution or completion of its services as a result of unforeseeable causes beyond the control of CONSULTANT, and not due to its own fault or neglect, including but not restricted to acts of nature or of public enemy, acts of government or of the OWNER, fires, floods, epidemics, quarantine regulations, strikes or lock -outs, then CONSULTANT shall notify OWNER in writing within five (5) working days after commencement of such delay, stating the specific cause or causes thereof, or be deemed to have waived any right which CONSULTANT may have had to request a time extension for that specific delay. 4.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of CONSULTANT's services from any cause whatsoever, including those for which OWNER may be responsible in whole or in part, shall relieve CONSULTANT of its duty to perform or give rise to any right to damages or additional compensation from OWNER. CONSULTANT's sole remedy against OWNER will be the right to seek an extension of time to its schedule. This paragraph shall expressly apply to claims for early completion, as well as claims based on late completion. Provided, however, if through no fault or neglect of the CONSULTANT, the services to be provided hereunder by CONSULTANT have not been completed within a maximum period of twenty four (24) months of the date hereof, the CONSULTANT's compensation shall be equitably adjusted, with respect to those services that have not yet been performed, to reflect the incremental increase in costs experienced by 10 J after expiration of said twenty-four 24 month period , plus all time extensions CONSULTANT a p Y � ) granted by OWNER to CONSULTANT. 4.4 Should the CONSULTANT fail to commence, provide, perform or complete any of the services to be provided hereunder in a timely manner, in addition to any other rights or remedies available to the OWNER hereunder, the OWNER at its sole discretion and option may withhold any and all payments due and owing to the CONSULTANT until such time as the CONSULTANT resumes performance of its obligations hereunder in such a manner so as to reasonably establish to the OWNER's satisfaction that the CONSULTANT's performance is or will shortly be back on schedule. ARTICLE FIVE COMPENSATION 5.1. Compensation and the manner of payment of such compensation by the OWNER for services rendered hereunder by CONSULTANT shall be as prescribed in Schedule B, entitled "Basis of Compensation ", which is attached hereto and made a part hereof. ARTICLE SIX OWNERSHIP OF DOCUMENTS 6.1. Upon completion or termination of this Agreement, all records, documents, tracings, plans, specifications, maps, evaluations, reports, computer assisted design or drafting disks and other technical data, prepared or developed by CONSULTANT under this Agreement shall be delivered to and become the property of OWNER. This does not apply to working papers. Said records, documents, tracings, plans, specifications, maps, evaluations, reports, computer disks and other technical data prepared by the CONSULTANT for each project under this Agreement are considered to be instruments of the CONSULTANT'S service. CONSULTANT, at its own expense, may retain copies for its files and internal use 13 101 ARTICLE SEVEN MAINTENANCE OF RECORDS 7.1. CONSULTANT will keep adequate records and supporting documentation which concern or reflect its services hereunder. The records and documentation will be retained by CONSULTANT for a minimum of five (5) years from (a) the date of termination of this Agreement or (b) the date the Project is completed, whichever is later. OWNER, or any duly authorized agents or representatives of OWNER, shall , free of charge, have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the five (5) year period noted above; provided, however, such activity shall be conducted only during normal business hours. ARTICLE EIGHT INDEMNIFICATION 8.1. The CONSULTANT in consideration of $100.00, the sufficiency and receipt of which is acknowledged through the signing of this Agreement shall indemnify and hold OWNER and its officers, employees and agents harmless from and against any and all losses, liabilities, damages, and costs, including, but not limited to, reasonable attorney fees to the extent caused by the negligence, recklessness, or intentional wrongful conduct of the CONSULTANT, its Subconsultants, Subcontractors, agents or employees, arising out of or incidental to the performance of this Agreement or work performed thereunder. The CONSULTANT'S obligation under this paragraph shall not be limited in any way by the agreed upon contract price as shown in this Agreement or the CONSULTANT'S limit of, or lack of, sufficient insurance protection. 8.2. CONSULTANT acknowledges that the general conditions of any contract shall include language, satisfactory to the OWNER's attorney, in which the contractor agrees to hold harmless and to defend OWNER, its agents and employees from all suits and actions, including attorney's fees, and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of the contract or work performed thereunder. 9 ARTICLE NINE INSURANCE 10,/ • 1 9.1. CONSULTANT shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in SCHEDULE D to this Agreement. ARTICLE TEN SERVICES BY CONSULTANT'S OWN STAFF 10.1. The services to be performed hereunder shall be performed by CONSULTANT's own staff, unless otherwise authorized in writing by the OWNER. The employment of, contract with, or use of the services of any other person or firm by CONSULTANT, as independent consultant or otherwise, shall be subject to the prior written approval of the OWNER. No provision of this Agreement shall, however, be construed as constituting an agreement between the OWNER and any such other person or firm. Nor shall anything in this Agreement be deemed to give any such party or any third party any claim or right of action against the OWNER beyond such as may then otherwise exist without regard to this Agreement. ARTICLE ELEVEN WAIVER OF CLAIMS 11.1. CONSULTANT's acceptance of final payment shall constitute a full waiver of any and all claims, except for insurance company subrogation claims, by it against OWNER arising out of this Agreement or otherwise related to the Project, except those previously made in writing and identified by CONSULTANT as unsettled at the time of the final payment. Neither the acceptance of CONSULTANTS services nor payment by OWNER shall be deemed to be a waiver of any of OWNER's rights against CONSULTANT. ARTICLE TWELVE TERMINATION OR SUSPENSION 12.1. CONSULTANT shall be considered in material default of this Agreement and such default will be considered cause for OWNER to terminate this Agreement, in whole or in part, as further set forth in this section, for any of the following reasons: (a) failure to begin work under the 10 104 Agreement within the times specified under the Notice(s) to Proceed, or (b) failure to perly and timely perform the services to be provided hereunder or as directed by OWNER, or (c) the bankruptcy or insolvency or a general assignment for the benefit of creditors by CONSULTANT or by any of CONSULTANT's principals, officers or directors, or (d) failure to obey any laws, ordinances, regulations or other codes of conduct, or (e) failure to perform or abide by the terms or spirit of this Agreement, or (f) for any other just cause. The OWNER may so terminate this Agreement, in whole or in part, by giving the CONSULTANT seven (7) calendar days written notice of the material default. 12.2. If, after notice of termination of this Agreement as provided for in paragraph 12.1 above, it is determined for any reason that CONSULTANT was not in default, or that its default was excusable, or that OWNER otherwise was not entitled to the remedy against CONSULTANT provided for in paragraph 12.1, then the notice of termination given pursuant to paragraph 12.1 shall be deemed to be the notice of termination provided for in paragraph 12.3, below, and CONSULTANT's remedies against OWNER shall be the same as and be limited to those afforded CONSULTANT under paragraph 12.3, below. 12.3. OWNER shall have the right to terminate this Agreement, in whole or in part, without cause upon seven (7) calendar days written notice to CONSULTANT. In the event of such termination for convenience, CONSULTANT'S recovery against OWNER shall be limited to that portion of the fee earned through the date of termination, together with any retainage withheld and any costs reasonably incurred by CONSULTANT that are directly attributable to the termination, but CONSULTANT shall not be entitled to any other or further recovery against OWNER, including, but not limited to, anticipated fees or profits on work not required to be performed. CONSULTANT must mitigate all such costs to the greatest extent reasonably possible. 12.4. Upon termination, the CONSULTANT shall deliver to the OWNER all original papers, records, documents, drawings, models, and other material set forth and described in this Agreement, including Section 6.1. 11 I OJ y 12.5. The OWNER shall have the power to suspend all or any portions of the services to be provided by CONSULTANT hereunder upon giving CONSULTANT two (2) calendar days prior written notice of such suspension. If all or any portion of the services to be rendered hereunder are so suspended, the CONSULTANT's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in Article Four herein. ARTICLE THIRTEEN TRUTH IN NEGOTIATION REPRESENTATIONS 13.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. 13.2. In accordance with provisions of Section 287.055, (5)(a), Florida Statutes, the CONSULTANT agrees to execute the required Truth -In- Negotiation Certificate, attached hereto and incorporated herein as Schedule E, stating that wage rates and other factual unit costs supporting the compensation are accurate, complete and current at the time of the Agreement. The CONSULTANT agrees that the original Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the OWNER determines the Agreement price was increased due to inaccurate, incomplete, or non - current wage rates and other factual unit costs. All such adjustments shall be made within one (1) year following the end of this Agreement. 12 10j ARTICLE FOURTEEN CONFLICT OF INTEREST 14.1. CONSULTANT represents that it presently has no interest and shall acquire no interest, either direct or indirect, which would conflict in any manner with the performance of services required hereunder. CONSULTANT further represents that no persons having any such interest shall be employed to perform those services. ARTICLE FIFTEEN MODIFICATION 15.1. No modification or change in this Agreement shall be valid or binding upon either party unless in writing and executed by the party or parties intended to be bound by it. ARTICLE SIXTEEN NOTICES AND ADDRESS OF RECORD 16.1. All notices required or made pursuant to this Agreement to be given by the CONSULTANT to the OWNER shall be in writing and shall be delivered by hand, by fax, or by United States Postal Service Department, first class mail service, postage prepaid, addressed to the following OWNER's address of record: Board of County Commissioners, Collier County Florida Purchasing Department, Purchasing Building 3301 Tamiami Trail East Naples, Fl. 34112 Attention: Steve Carnell, Director of Purchasing Fax: 239 - 732 -0844 16.2. All notices required or made pursuant to this Agreement to be given by the OWNER to the CONSULTANT shall be made in writing and shall be delivered by hand, by fax or by the United States Postal Service Department, first class mail service, postage prepaid, addressed to the following CONSULTANT's address of record: Cella & Associates, Inc. 2125 First Street, Suite 201 Fort Myers, FL 33901 Fax: 239 - 337 -1076 Attn: Kris Cella 13 lOJ 16.3. Either party may change its address of record by written notice to the other party given in accordance with requirements of this Article. ARTICLE SEVENTEEN MISCELLANEOUS 17.1. CONSULTANT, in representing OWNER, shall promote the best interest of OWNER and assume towards OWNER a duty of the highest trust, confidence, and fair dealing. 17.2. No modification, waiver, suspension or termination of the Agreement or of any terms thereof shall impair the rights or liabilities of either party. 17.3. This Agreement is not assignable, or otherwise transferable in whole or in part, by CONSULTANT without the prior written consent of OWNER. 17.4. Waivers by either party of a breach of any provision of this Agreement shall not be deemed to be a waiver of any other breach and shall not be construed to be a modification of the terms of this Agreement. 17.5. The headings of the Articles, Schedules, Parts and Attachments as contained in this Agreement are for the purpose of convenience only and shall not be deemed to expand, limit or change the provisions in such Articles, Schedules, Parts and Attachments. 17.6. This Agreement, initially consisting of 55 numbered pages including the referenced Schedules and Attachments hereto, constitutes the entire agreement between the parties hereto and shall supersede, replace and nullify any and all prior agreements or understandings, written or oral, relating to the matter set forth herein, and any such prior agreements or understanding shall have no force or effect whatever on this Agreement. 14 101 ARTICLE EIGHTEEN APPLICABLE LAW 18.1. This Agreement shall be governed by the laws, rules, and regulations of the State of Florida, and by such laws, rules and regulations of the United States as made applicable to services funded by the United States government. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate Florida state court in Collier County, Florida. IN WITNESS WHEREOF, the parties hereto have executed this Professional Services Agreement for Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization Long -Range Transportation Plan (LRTP) 2030 Update the day and year first written above. ATTEST: Dwight E: B Clerk By. CUT] NO Date;:.. Approv$d -as to.form,and al suff' it Scott R. Teac Assistant County Attorney First WitnO Kaye Mn 1 nar Type /Print Name Second Witness Type /Print ame BOARD OF COUNTY COMMISSIONERS FOR COLLIER COUNTY, FLORIDA, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA By: j�t_ &— Commis loner Donna Fiala, Chairman Cella & Associates, Inc. By: 15 Kris M-11arrFQ Type /Print Name and Title CORPORATE SEAL (Corporations Only) Item # Agenda /,� __iJT Date �j-, �S! Date Recd SCHEDULE A SCOPE OF SERVICES 10J .: RFP #04 -3629 "Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization Long -Range Transportation Plan (LRTP) 2030 Update" March 19, 2004 Prepared For: 'oliier Vanderbilt Drive +� �+ 1' f Q County Area Corridor Study Hwm NV 11,!001 PUBLIC INFORMATION WORKSHOP `� MYw•b b M fdYl CYNIw TmwpolmYw rrm+m ovawmnn vamvo wmc bbmmb mamm�eo b 7 M lbbbnmonv.mx COrrAlaw4 ])Y1ila)Ybrm•L.OYWLMWtP:.m Mmtlmwrmrtmfil 1l�mL llbmmbWmYlblmmbntpYMNmlYbbpwmiwbY 'YwVm�OwopmlmbtloMnolwo ' bpiVb wrnnmmmbmwWlmYmmbbwbmpllomlmwlbE OlYVYwob MlMevIvW.Ym01n TMImImM�bbmmmmmmYlbymmo Intl wlonwr 10. sm¢. Ybdenp4Yemmmml W oYmn�lw II'� - lbnbPOtl ori0 mots Emai w nbllva adn0 an1mM ab d Yw ovngambb rwurYq b w1Yb Ag000dmmbeo�pY4�WIWrimnrdMwWwmprmlYwwpwbgYWyMdMwbY dlmoon dyYrbYmwilry. � RapYY p4bbbmmtlen mmwwpax bwo wM Imo pvobml Nndlw�wlwYC b Ynibr brJymb mr♦W Owotl an a1wY uw/ b wYYOM Yrm bwopwYlbn apnvb. Tw mIYrY nIYYO wbbYmn ombamM amruaYn .nanrwclv.nnYaerc*.vbbvYwm. dew n.r�pYwYamnowlon. rn. NairrvvY�a b MMrrYdr aamw wYYmrtomc mmw4mlmv wmYimV and mrs+w. Choo -Yo Pnft and Alft,rw IJYn.Iw�.rkaiwabwn wmdr b Nlnm vYilr N wwY>. m. w.r gnaw Iw iwwwe o.wmn ud a..nmv awbuwum� on• 1 �� and ar, i nmm .i.�e ...:♦ fm; K__ ;/s.."' � 7 _ C z 10J Table Of Contents 1 Approach To Project 2 Scope Of Services, Deliverables and Cost Proposal By Task 3 Federal and State Requirements For Public Involvement 4 Target Collier County Associations For Presentations 17 101 Section 1 � !Oro[ l I.Ort Project 18 2030 LONG RANGE TRANSPORTATION PLAN UPDATE 10J PROJECT APPROACH The Cella Team is committed to developing a comprehensive and interactive public involvement process that reaches out to all communities in Collier County. The approach and understanding of the project provided below is a snapshot of the many tools and techniques available to the Collier County Metropolitan Planning Organization (MPO) to successfully develop the goals, objectives and policies that will reflect the vision of the County. In addition, the proposed activities will assist the MPO in creating a comprehensive Long Range Transportation Plan (LRTP) to meet demands in the future and provide community consensus and awareness that will facilitate the implementation of the projects adopted in the plan. While the Florida Department of Transportation's Public Involvement Handbook is an excellent reference, the Cella Team has based our approach to the public involvement program on the U.S. Department of Transportation, Federal Highway Administration /Federal Transit Administration publication "Public Involvement Techniques for Transportation Decision - Making ". This will insure that the Collier County Metropolitan Planning Organization meets not only the local and state requirements, but conducts a public involvement program that is consistent with the federal regulations and requirements that dictate the state, MPO and local processes. In order to accomplish a meaningful and comprehensive public involvement process, the program must be custom - tailored to reflect local conditions, political atmosphere and cultural diversities in Collier County, and our team has the most extensive public involvement experience in Southwest Florida. Identifying potential socio - cultural effects resulting from proposed transportation improvement projects is an integral part of the LRTP development process. The purpose of this activity is to promote non - discrimination through proactive public involvement and inclusion of the affected community in the transportation decision - making process. Perceived or actual discrimination for traditionally underserved populations can be avoided by allowing adequate public access to project information, including information that clearly explains the transportation decision - making process. Open access to project information leads to a better understanding of proposed improvements and, more importantly, a better understanding of how a particular project may address or affect the specific needs and concerns of the community. TASK 1.0 PUBLIC INVOLVEMENT PROGRAM 2030 LRTP Steering Committee The Cella Team will work with the MPO and Collier County staff to develop a Steering Committee that not only includes representatives of the MPO's Advisory Committees and local governments but interested citizens that represent the overall socio - cultural makeup of the communities of Collier County. In developing a representative cross section of the community, our team will seek out individuals that are willing to commit their time to the 18 -20 month process for the LRTP 2030 update. A variety of organizations and special interest groups will be approached to seek out members including but not limited to freight movement stakeholders, transit and para- transit riders, the Seminole and Miccosukee Indian tribes, the Retired Senior Volunteer Program sponsored by Collier County Human Services, non - profit organizations such as the Golden Gate Area Chapter of AARP, the Guadalupe Center (involved with the Creole, Spanish and low income residents), Southwest Florida Hispanic 19 10 "7,4 Chamber of Commerce, Sunrise Community of Collier County (provides services to residen s with disabilities), Black Affairs Advisory Board, etc. Goals, Objectives and Policies A visioning session will be held with the LRTP Steering Committee to discuss the framework for the strategic vision statement and "Goals, Objectives and Policies" for the 2030 Long Range Plan Update. The 2025 Goals and Objectives will serve as the outline to initiate the update of this portion of the LRTP. A "brainstorming session" will be used to develop the specific elements of the goals and objectives that will be incorporated into a list of criteria that can be presented to additional groups and the public for ranking and comment. Our project team will use Mind Manager Brainstorming, a computer program successfully used to record group comments for various "brainstorming" sessions. In Figure 1 below, the sample "Brainstorming Map" was developed in a consensus - building meeting for the CR 951 Project Development and Environment Study. The program allows direct conversion to an HTML file and can be loaded on the project's website for the public to view. In addition, it can be converted to a text file and used for an outline — for the LRTP project it will be converted to an outline with the details for the framework for the "Goals, Objectives and Policies ". Figure 1 "Brainstorming" map Jusnry need ,..,sal vale:. aRpl »s roar a3 nwla rrs nanr. Other weh lenka I' er5pllty T Who �wr j7 I m at�>,.ee ,n. axp�e v atl rnative In US at Do we need this project? (9 of 9 oetennin. h atfic voki—s-how m y Wn ; t teams _ needed 1 y ded thi r d ) - -- -- Fundh If need I wst ida 1& elx nwvnn,am of - -- p,cv Iranlr. Exparn11 -75 1 dmus a, 1.75 now..' Lang term vis,CVA-k al biq,ntlure: W..I, Issues CR pbt Workshop k9 Droop Comments " , Ile vi iennent J vnw.m hai its I-- -- Inniad zpe 1 .. vAW6 }R s hsMiv iiiind, 1—ir. - -- t C is al IarM ) 8 -den I— study area m accanmodxe Environmental {8 of 9 teams) envaen,nme R08dw0 Lin,M road xcess in M,vY<n,nNlnlal Lanz access Etiuwn enm to, FGCU Should acc —dare aA shikelwlders iLee 8 C.4., couniea, —dents. — ...iry. business, airpanl Nol urban bolndiay nments Zonln9 nartnMtin9 lend ROW —bbifity N-1-- lAtile study is niter 1MAt6yl,at In my bark yard of 9 teams) 1 How wll lu+dng be pt .tied"7 ---- Low Cott a MCst DeeG Rents. Aesthetic Ecem_ Roadway Is —new to teya, M,duced Dir ekpmii_; Ulban 61-M. _. Popirlfl ,en . Dsey75 yamI Wit. EI a lu a --it-1 Oentpl, trl1tl.. Mw,.A f rrahnp flood polemw D yl rq: ny fm LOS Locaba, ! Easl ^NastT - lnwacf on People S {. eon from It US" Sletace 6 9—rA wale, issue_ HydrologyffMrodetq: anit fi..Arod Wesel swpiyllecharge The goals, objectives and policies adopted at the outset of the long -range transportation plan update will guide the development of the LRTP. While it is important to develop meaningful goals, objectives and policies for the LRTP 2030 update, it is critical to have the ability to measure the goals, objectives and policies once they are adopted and implemented. Our public involvement project team will work closely with the LRTP team 20 10 to determine analytical tools that can be used to measure the established goals, objecti s and policies. It is recognized that not all of the goals, objectives and policies can be quantifiably measured. However, it will be important to convey to the Steering Committee and the public that there are analytical measures that can be used if the goals, objectives and policies are developed with these measures in mind in order to give consideration and analysis of the seven (7) factors outlined in TEA -21 in the planning process and its products. The updated goals and objectives will reflect coordination with the appropriate Local, State and Federal plans, regulations and statutes. "Brainstorming" sessions will be held with the TAC, CAC and PAC advisory committees to review, revise and detail the goal, objectives, policies and performance measures developed by the LRTP project team in conjunction with the Steering Committee prior to presenting the information to the public for comments and input. After the draft goal, objectives and performance measures have been approved by the TAC, CAC and PAC advisory committees, it would be desirable to present the draft to the MPO Board for concurrence prior to the project team initiating the interactive public involvement activities. Cella & Associates has successfully conducted focus groups, surveys and consensus building activities to engage the public, solicit meaningful input and bring community awareness to insure that a broad cross section of Collier County residents will be drawn into the LRTP development process. These activities are discussed in detail in the "Public Involvement Strategies" section and will be used for the development of the goals, objectives and policies AND in the ranking and formulation of the LRTP projects. Public Involvement Strategies The Cella Team is proposing a variety of public involvement tools to reach out to the communities of Collier County. Cella & Associates has successfully used these tools on a numerous projects to gather opinions from a broad spectrum of the community. The Cella Team will work with the MPO staff and the LRTP consultants to develop a public involvement strategy that incorporates Socio - Cultural Effects, Title VI compliance, and is consistent with the MPO's adopted Public Involvement Plan. The Public Involvement Program will be the cornerstone of the entire LRTP process. While the LRTP consultant can develop a technologically superior transportation network that meets the future travel demands of Collier County, implementing the projects will be difficult if the communities that are affected have not been involved in the development of the plan. Our team offers unique public involvement experience in Southwest Florida and in the proposed activities needed to reach out to ALL of the communities of Collier County as follows: Mailing List and Calendar — Space Imaging can develop customized mailing lists to target specific citizens by using the property appraiser GIS data. Figure 2 illustrates an example of a customized tool that allows users to select an area of interest and generates mailing labels to all homeowners in the area. 21 Figure 2 Example of a public notification tool generating mailing labels 10,E The user can zoom to the area of interest and select The application returns mailing labels for the area of the parcels of the homeowners they want to notify. interest In addition to our team's ability to produce mailing lists with the use of our GIS system, Cella & Associates local public involvement experience has provided us the opportunity to develop a comprehensive up -to -date mailing list that includes contact information for elected officials, agency representatives, civic and community organizations, media, etc. Cella & Associates has prepared and coordinated (with our mail house) mailings in excess of 38,000 pieces for one project survey. We have coordinated with utility companies and local agencies to include project information or questionnaires in their regularly scheduled mailings. Every year the Collier County Property Appraiser mails out proposed property taxes to every landowner in Collier County — this may be an ideal way to deliver the final brochure on the LRTP 2030 update. Newsletters and /or Brochures — Our team has proven experience in developing newsletters and brochures that translate complex technological information into easily understood language. Our team member, Protocole will provide translation services to convey the message to our Spanish- speaking residents. Figure 3 is representative of the abilities of the Cella Team to inform the diverse cultural communities. 22 Figure 3 Three Oaks Parkway South Alignment Study English and Spanish THREE OAKS PARKVRY NEWSLETTER'> E 4 a Ee 1.6 pnYMa Tr 0-1u 1-1 CW S�. Lrs 0.1fnr nt �n ceAIne:ic:oir me r sur..a «rrn. vst .a a ,�„ _,y,,,,.', `c y "r;'� ➢� t'; : yew`.: 10J r" After the completion of the LRTP update, a project brochure will be prepared explaining the process and showing the adopted 2030 plan. Cella & Associates serves as a general consultant to LeeWay, Lee County Department of Transportation, Toll Division, and is responsible for preparing all their brochures and applications for distribution to the public. Questionnaires /surveys — There are numerous techniques for statistically evaluating public opinion and gathering public input. The Cella Team offers a few techniques that may be desirable as follows: Online Public SurveySA° - Neighborhood America's cutting -edge Online Public Surveys"" feature allows the project team to create and manage on -line surveys in order to collect vital feedback from the public. The database allows for electronic and hard copy reporting and archiving of the responses. Transit and Para - Transit Rider Interviews - Typically it is difficult to draw the population of transit users into the public involvement process. Therefore, transit and para- transit rider interviews will be the most direct source for receiving input on the goals, objectives and policies and the development and ranking of projects during the 2030 update process. Criteria developed from the Steering Committee will be prepared in a questionnaire /survey format and our team will ride the Collier Area Transit (CAT) system and ask riders to participate in the survey. With Collier County having over 60 public transportation providers, it would also be beneficial to interview and solicit input from some of the providers to assist in the development of the LRTP. Telephone Surveys - Telephone surveys have been used successfully to randomly solicit input from the public. Cella & Associates has worked with Phase V, a telephone survey company in Lee County, to produce statistically valid opinion polls accepted by FHWA on research projects conducted in Lee County. 23 10i Special Events - Special events may also provide random participation in the development of the goals, objectives and policies, the ranking of the LRTP projects and can help bring community awareness about the MPO transportation planning process. To garner interest, support and input from the public, the project team can attend specialty weekends at the local malls or scheduled downtown events. School Projects - The Cella Team is proposing an "educational assignment" in area schools whose population reflects underrepresented communities. The questionnaire /survey prepared for the development and ranking of the LRTP projects will be available on the project's web page as discussed above. The project team will contact the various school's technology and social studies teachers to formulate an exercise that would include a presentation by the project team to the students about the MPO's transportation planning process. The presentation will also include a "take home" handout and survey (in Spanish and Creole, if appropriate) about the planning process and the projects. Instructions will be provided to the students on how to complete the survey. The students would be asked to take the survey home and present the information to their parents and /or extended family. The student and their family would fill out the survey and the student would input their responses on the projects online survey. This exercise targets an underrepresented population, involves area schools and educates a future generation on the transportation planning process. Focus Groups - Focus groups would assist the project team in gathering input from a broad based spectrum of the community. Criteria would be developed for the desired structure and target audience of the focus group to insure that the exercise reflects the cultural and socio- economic communities of Collier County. The focus groups will assist the project team in developing the goals, objectives and policies. In addition, it will allow the project team to explore opinions and perceptions of the transportation planning process providing valuable input to our team to develop a meaningful strategy in crafting a public involvement program. Focus groups are also a valuable tool to validate that the LRTP 2030 update is actually meeting the goals, objectives and policies adopted at the onset of the project. Public Workshops — Cella & Associates has developed a "Public Meeting Site Inventory" of a variety of meeting locations throughout Collier County. The Cella Team will build on this inventory by identifying additional meeting sites to conduct public workshops, small consensus group meetings and presentations. Cella & Associates has conducted over 35 Public Involvement Programs in Southwest Florida. Our "meeting preparation system" checklists are used to efficiently go through each step for meeting preparation including facility reservation, mailing list and materials development, variable message board reservation, advertisement placement, media coordination, meeting materials development (see Figure 4), etc. 24 Figure 4 Public Information Workshop Handout and Questionnaire Form 0 Vanderbilt Drive a�111* Area Corridor Study Handout March 11. 2004 PUBLIC INFORMATION WORKSHOP Welcone 1, the Geller Goun y T p lal w1 PI Depan and p1 bl dl --t—, M op for the VandoN t 1) vry Area Condor Study - lui mrrl p -hup f n This public irvlormatbn wolxahop is being held to presonl study llndings and lwoprelerrl- 1.11-plied or public common) Intl �ronsidEraelon prior to selecting a recommended elternativo for 1RP Iratlic circulatlen plan. i nd IIrs1 public inlormaabn woMsnop was neltl on f enruary 19.2002. Hosed on puhhP comment, slxalternalivae rx rMvvldped end to F.ach wss '""'d usmq dlllerent sees .1 In varymp cad reds of trafhc cungesral ill no longer be pan of the study, all are on display this Ivan., g. ou got s public inlormallcn work —p will t— on I, two preferred alter, U-s selected for tunnel study and ii,elysis based on onion. used 10 evaluate the best Ir ... p,deion options. The criteria included calculatlons sad on the clnstru<aon e0ort Involves In butlding two or lour lane loads, and resulting love:. of congestlon. The Ill.matives selected for fudher study provide satisfactory Iref 1, ,Ip—ry while r...ii -V cost aftilrl e. Choose Your Preferred Alternative A t. —d— Ailed, vas Aand P he- coon -- l - - erted for fudher study and pnrovide the best or_ tp, sod oily and avx< ni 1n bloc � A.t t eA dIP gestan 1 - - I If —i DINO Stour I • m w e nn - dand . ,odd nn ecnt od lfgq Pass t � - st Hoaa sdmn m n nn nodncl N 1 _ 111th Avenue N is aso a Iwo +- t lane rbed. ' T .-- "��" � � t' r �`•_. 4 " Al— ed p lis oodri ; I levels Vsntl b"1 D e is bur i t lanes from Wlg9 P es Road } nonn1.DOO a hH add from Wipg n pass n soul I -' - • "' " { {l\ N.,5leboaf 4. 111th given \ _. r •,j.._ fidaseselecl di daddrllivlycu ` Gun...tlln prefer do your comment shoat N26 P..x Sawn VANDERBILT DRIVE AREA CORRIDOR STUDY PUBLIC INFORMATION COMMENT SHEET PLEASE RETURN COMMENT SHEETS WITHIN 14 DAYS Add.. CRY 8bb ZIPCOd. PN.w ua MM ml.n.rlf.Il.k b.4wa F.IPrlbrl..taM tlY. PRY.6r. OntP Yda rMB.n .OnvMnM M tlN mn.11NY Om II.I.4JyM or IIM! Bl.ln b tlN a'd1.1. a P11 L.TA W PW lam. Alt.rneUw PINPMBa IwW ar.): c AYaMI -A cAMan s Moot CrdRR SPeeon F.R1urN wlllmdo rEd PI.gA Im.m ar) _ ❑ 01rMnM pN. lea. rAM W.x.N. b p.d..tr4M ❑ 10.12 aua.N MBlw.w M MLY P/r ^b, vtiN Eo Wn..*.as OM): ❑L.nd..+6trllpbMm.dt.n ❑Iand.taptrV mlM.b.(gam.rue.+r lass -'e,. ❑edN.l ad Llwl.n \hTldl .MdlY d. Y.0 p.r6 Va. In mwl I.VtI.rNY (wet M M..P✓1: ❑BtatlYq ❑WWIe0.1aY01riP1W.WV ❑Rdlaboisav TnneN Routes WaM Ydu.uPp.d Ca.lr Na T— ICATI..rvlC. in V.MWhIkM.raT ❑Y.. Ell world. m.lnpa of YOV hwalcN uN tM tr.nMppu'adal c Ya [I. uaOil ❑Bla>ob, Ni 1 tM tr.n.X .rvb, ~E1 p� -- wl v.f6n lard: w) CJP1aoa.M Aa (AaM.ddYlaMl Ywel. Y n.asvyl TIaM you N. MIMtE tlrM b V.rd.l..b b dd. PWIb 1M.rlrall.n WM.MP Vai land -Ara Carkla Study Fall 11 Inbnll.an Wda.lwp P3 latllA4 10J Presentations - The Cella Team will prepare a variety of presentation formats for the LRTP update project including a PowerPoint presentation, interactive project web site, video presentations, and a PSA/video for Collier County's government access channel. There are also several large communities in Collier County that have their own cable television channel. Cella & Associates has worked with some of these communities such as Pelican Bay, to place project information on these channels. Final Reports and Study Documentation — The Cella Team will provide project documentation throughout the LRTP update process as detailed in the proposed scope of services. Presentations to the Committees As outlined in the scope of services, briefings will be held for the MPO's advisory committees to provide updates of the project progress, reach key decisions, and document project milestones as follows: • Study initiation /project kickoff • Development of Socio- Cultural Effects database • Development of goals, objectives and policies including performance measures • Completion of the existing plus committed assignment analysis 25 10,/ . r • Development of the Year 2030 needs plan alternatives • Presentation and approval of the Year 2030 needs plan • Efficient Transportation Decision Making (ETDM) process recommendation and approval of 2030 Cost Feasible Plan. • For economy and committee collaboration, every effort will be made to conduct the meetings with multiple MPO advisory committees. Public Meetings Five public meetings will be held to introduce the study and to discuss the goals and objectives of the LRTP update, to solicit public comment on the 2030 Needs Plan Alternatives and the Recommended 2030 Needs Plan, and to discuss the 2030 Cost Feasible Plan. This may appear to be an ambitious schedule, however, with our team's substantial local experience and our "whatever it takes to get it done" spirit, we are confident that all the meetings suggested in the scope can be successfully accomplished. The Cella Team may recommend additional /alternate public involvement strategies that will provide effective and efficient public input into the plan update process including, but not limited to, the meetings and presentations listed below. Additional Meetings and Presentations Cella & Associates has found that one of the most effective techniques for reaching a community is the speaker's bureau or small group presentations. This meeting format allows the project team to interact with the public in a more informal and intimate setting which encourages a more free flow exchange of information. The following groups would serve as the starting point for the LRTP process: Media — Proactively involving the media at the onset of the LRTP process will be important to the success of the plan update. Educating the editorial boards and reporters of the Naples Daily News, other local papers such as the Everglades Echo, Golden Gate Gazette, Immokalee Bulletin, and Marco Island Eagle and local television stations about the LRTP planning process will be valuable to the overall project and assist in the goal of garnering community awareness. Agencies, Local Governments and Civic Organizations — At the onset of the LRTP process, the project team will prepare a list of agencies that should be contacted throughout the project process for information and to provide project updates. In addition, project updates should be made to the local governments. Although these local governments are represented on the MPO, it has been demonstrated that presentations to the individual government entities is crucial to the success of the process. Other organizations that serve a broad spectrum of the population in Collier County are: the Naples Chamber of Commerce, the Everglades Area Chamber and the Southwest Florida Hispanic Chamber of Commerce, the Golden Gate Area Chapter of AARP, the Guadalupe Center (involved with the Creole, Spanish and low income residents), Southwest Florida Hispanic Chamber of Commerce, Sunrise Community of Collier County (provides services to residents with disabilities), Black Affairs Advisory Board, etc. 26 10i Trade Organizations - In addition, trade organizations often represent a broad cross` section of the population that typically would not get involved with the LRTP process and they would be contacted to schedule presentations and solicit input. MPO "TOOLS" TASK 2.0 SOCIO- CULTURAL GIS DATABASE Socio - Cultural Effects The identification and documentation of socio - cultural effects is an important part of the new Efficient Transportation Decision Making (ETDM) process which has been developed by the FDOT to streamline the current project development process and to initiate community involvement and community impact assessment as early in the transportation planning process as possible. Socio - cultural effects include social, economic, aesthetic and livability, relocation and displacement, civil rights and land use issues. Identifying these issues early in the project process may lead to project plans that attempt to avoid or minimize adverse community impacts and promote awareness and understanding through community interaction. The intent of a comprehensive socio - cultural effects evaluation is to incorporate community considerations into the planning and development of major transportation projects and to address the concerns of neighborhoods and communities. The Socio - Cultural Effects (SCE) task involves the development of a SCE database to be used in conjunction with the LRTP public outreach activities. The data and analysis resulting from this task will allow the Cella Team to customize public outreach activities to all affected citizens including minority, low- income, and elderly populations. The consultant team will develop a Socio - Cultural Effects database including GIS data layers for Community Boundaries, Community Facilities, Population /Demographic Characteristics, Economic Characteristics, Housing Characteristics, and Physical Characteristics. The GIS data will be generated by updating existing GIS data sets and supplemented with field verified data sets. The team will begin by collecting and verifying SCE data from all existing data sources including, but not limited to CENSUS, Florida Geographic Data Library, InfoUSA, Property Appraiser, Local Law Enforcement Agencies, Local Utilities Department, and Florida Department of Environmental Protection, and other local data sets. All existing GIS data will be verified for horizontal and attribute accuracy, then converted to the format and projection as directed by the Collier County MPO. Attribute data can include, but is not limited to facility type, name of facility, ownership of facility, services /amenities provided, number of people served, and source. Community Boundary Delineation After all SCE GIS data has been collected and verified, Space Imaging will identify and define various communities in Collier County based on demographics, income, physical and political characteristics. Space Imaging is currently finalizing an Asset Management contract with Collier County Transportation Services Division (to begin work in April 2004). Space Imaging has already collected a large amount of GIS data for the County. The GIS analysts at Space Imaging have started to identify geographic, demographic, and political jurisdiction boundaries. 27 10i Figure 5 illustrates GIS Data layers compiled from the CENSUS including tract and block level data that can be used in an ArcGIS platform to create Community Definitions. Figure 5 GIS Data Extracted for the Collier County MPO study area e 1 ,�� ..• � k�_�, , ��.r.��l rte E o� ..lbMlM •..,.- "`.'a � _i', a.,.,.. o- a■ ... e- .. i. _.. m _ o•..- .ter .-- 1�._1•••.n. ...._t• __ ... Community Summary Development Using the community boundaries as defined by concentrations of citizens of similar characteristics, the Cella Team will develop summaries of information for each community in a variety of formats that can be easily used in the transportation planning and ETDM process. These summaries will summarize Socio - Cultural Effects Evaluation data including social, economic and land use effects, and aesthetic and visual effects. Figure 6 illustrates an example of community summary reports as used in previous efforts. Figure 7 illustrates an example of a community summary reporting application that can be available on the MPO website. These summaries and applications can be customized to the Collier County MPO needs. 28 101 Figure 6 Example of community summary report GRAND HARBOR COMMUNITY PROFILE REPORT Community Description The community of GRAND HARBOR is located in the Central area of Indian River County. Please refer to map (Central Indian River County) in Appendix B of the Community Definition Technical Memorandum. Population and Demographics According to the US Census 2000 data, the community of GRAND HARBOR has a total population of 960 residents. This population is comprised of 946 White, 6 Black, and 12 Hispanic persons. The age distribution in the community of GRAND HARBOR includes 51 persons under the age of 21. 119 persons ages 2249, 295 persons ages 50 -64. and 495 persons ages 65 and over. This total population includes 458 males and 502 females. Parcel Characteristics Single family parcels summarize the physical characteristics indicating where the majority of the citizens reside. The average appraised single family building value in this community is $338.725.80 and the average appraised single family parcel value in this community is $494.376.64. 0.00% of the single family homes in this community were built before 1949, % were built between 1950.1979, and % were built after 1980 Household Characteristics The average family size in GRAND HARBOR is 1.5507 persons and the average household size Is 1.3047 persons. Po ulation RITE 94 BLACK 1026 HISPANIC 12 ASIAN 1 OTHER RACE 4 MULTI RACE 88 TOTAL 96 Population and Demographics According to the US Census 2000 data, the community of GRAND HARBOR has a total population of 960 residents. This population is comprised of 946 White, 6 Black, and 12 Hispanic persons. The age distribution in the community of GRAND HARBOR includes 51 persons under the age of 21. 119 persons ages 2249, 295 persons ages 50 -64. and 495 persons ages 65 and over. This total population includes 458 males and 502 females. Parcel Characteristics Single family parcels summarize the physical characteristics indicating where the majority of the citizens reside. The average appraised single family building value in this community is $338.725.80 and the average appraised single family parcel value in this community is $494.376.64. 0.00% of the single family homes in this community were built before 1949, % were built between 1950.1979, and % were built after 1980 Household Characteristics The average family size in GRAND HARBOR is 1.5507 persons and the average household size Is 1.3047 persons. Average Appraised B Households %OfTota Household RENTER 91 1026 WINER 44 50.5190 VACANT 348 39.23% TOTAL HOUSEHOLD 88 Average Appraised B 53315.7258 Value • Sin le Fami y 0.00°/ Average Appraised Parcel 5494.376 64 Value - Single ily 0.00 Population Density 1. Persona r Acre 100 00 T so-WA Percent o Commun' Year Built 1889 -1949 0.00°/ Year Built 1W-1969 0.00 Year Built 1970 -1979 0.00 Year Built 1980 -19 9 0.00 Year Built 1990 -2002 100 00 T so-WA Household I PL H':, Of HOUSE HC LD. MALE 6C 1 PEE3GN H00 ',F HOLD. FEMALE tU FAMILY H J EHOLD'.i. M.APFIED CCUPLE FAMILL WITH CM14 CHILDREN IINDEti IN It FAMIL1" N, -W EHt:LDS. MARFIED 00UPLE FA MIL' WITH HO CHILDREN UNDER 18 YEARS F.3MIL`r HI")USEHOLC'S, SINGLE FATHER INITH GWL?REN UNDER 16 'EARS 'AMLY HO USEHC`LDS. SINGLE MOTHER WITH '. HMI.. CREN UNDER 1P :EARS T so-WA Figure 7 Example of community summary reporting application Deliverables and Technical Report 10i In an effort to remain consistent with the LRTP 2030 update scope, the Cella Team will provide an electronic copy of all SCE data in GIS formats as requested or required by ETDM EST. Currently, SCE data can be uploaded to the EST in ESRI shapefile format. Space Imaging will provide electronic conversion between differing database sources and provide primary or secondary source data as needed. Space Imaging staff has completed ETDM training to upload and input project and GIS data into the EST of ETDM for ETAT review. The Cella Team will submit and upload the SCE data to ETDM for review by ETAT members. TASK 3.0 MPO INTERACTIVE PUBLIC INVOLVEMENT WEB SITE Interactive Web Site Our project team is proposing the use of Neighborhood America's interactive web based technology that will manage the entire public communications process. The public can now actively participate and stay informed and involved in all phases of the project life cycle. With easy -to -use and intuitive web functionality citizens can enter their comments in narrative form and sign up to receive automatic project updates via email. The on -line data collected from the public allows the project parties to make informed decisions about the issues at hand, ultimately resulting in actions that better reflect the community vision. This system will be compatible with Collier County's current technology. The web based program helps promote and manage stakeholder participation, reduce project cycle times and costs, and improve overall project team productivity by facilitating collaboration and communication between stakeholders. Stakeholders (such as citizens, neighborhood groups, business leaders, local officials, interest groups) can actively participate and be kept informed throughout the project cycle. Stakeholders, who may or may not have an opportunity to cl 10i participate in public meetings or workshops, may still share their valuable opinions and be kept informed of a project's progress. The Public Information Sitesm (see figure 5) is designed to post project information and documents to stakeholders. The information on this Web site must be timely, accurate, and easy for the public to access. This system provides powerful maintenance tools that will allow the project team to post and update project information easily — without the need to involve IT staff. m m� -- v— :..— .w . e.....e a►s �...ny�. w..ra. —... aw,n Rws �-®+a. w �.ur.. x, s -. Figure 5 Neighborhood America Interactive Web Site samples Welwm. 1. the prof.. pM1 (or the Public T..mponaden Sygl Analysk. "Habit le prong.. M.n sawn.' Geo.ge 5—yana Philowpher and Pop Il..pkunh This prole,. city is apouswed by the SaieealuManalee Q Mel.opolitnn Planning Og n-lian end the project onsubinq I.— kad by Renascence Planning Group. The on -line Public Comment® provides stakeholders with a Web -based platform to interact and communicate about a project. The on -line data collected from stakeholders allows the project team to make informed decisions about the project or issue at hand, ultimately resulting in actions that better reflect the community vision. The project team can frame questions and topics, allowing the public to give their input in response to these project- specific questions. A database structure supports this system, providing reporting and archiving of the public input collected. Additionally, a citizen can sign up to receive automated project updates via e-mail. The Enhanced Public Communications Module includes the capturing, reporting, and managing of both on -line and off -line comment. Offline comment captured through traditional means, such as public hearings, workshops, Charettes, and visioning exercises will be integrated by simple uploading of meeting notes, plans, memorandums and other file types, including images. Public comment submittal of text and images is captured via the Public Information Site M using a customized web form, and is then processed, moderated, and reported. 31 10i Section 2 Scope of Services, Deliverables and Cost Proposal By Task 32 2030 LONG RANGE TRANSPORTATION PLAN UPDATE 0 J SCOPE OF SERVICES TASK 1.0 PUBLIC INVOLVEMENT PROGRAM Task 1.1 2030 LRTP Steering Committee The Consultant will be responsible for the formation of a 2030 LRTP Update Steering Committee. A Steering Committee to be composed of representatives of the MPO's Advisory Committees, local governments, and interested citizens representing the overall Socio - cultural makeup of the MPO area will be formed. A variety of organizations and special interest groups will be approached to seek out members including but not limited to freight movement stakeholders, transit and para- transit riders, the Seminole and Miccosukee Indian tribes, the Retired Senior Volunteer Program sponsored by Collier County Human Services, non - profit organizations such as the Golden Gate Area Chapter of AARP, the Guadalupe Center, Southwest Florida Hispanic Chamber of Commerce, Sunrise Community of Collier County, Black Affairs Advisory Board, etc. The Consultant will be responsible for working with the 2030 LRTP Update Steering Committee for developing a strategic vision statement, goals and objectives for Collier County's future transportation system. a) Formation of Steering Committee 1. Identify organizations, interests groups 2. Establish Mailing List 3. Mailing Notification 4. Visioning sessions with Steering Committee (Bi- Monthly) 5. Coordination 6. Correspondence 7. Brainstorming Sessions with Advisory Committees to review 8. Presentation of draft goals to MPO for approval The Steering Committee will meet at least bi- monthly or as needed to discuss plan development, key decisions and milestones. The Consultant will be responsible for preparing all materials and minutes for Steering Committee meetings. The Consultant will mail materials out at least five (5) working days in advance of the meeting. DELIVERABLES ■ Technical Memorandum COST $25,870.00 33 10J •_. Task 1.2 Project Kick -Off Activities Within two (2) weeks of receipt of the Notice to Proceed, the Consultant will submit the proposed project schedule including the identification of critical path tasks, project milestones, deliverables, and meetings to the MPO for approval. a) Mailing List and Calendar - The Consultant will be responsible for developing a mailing list and public involvement calendar at the outset of the project, which will be updated and revised as the project progresses. Space Imaging will develop customized mailing lists to target specific citizens by using the property appraiser GIS data. b) Introductory Newsletter - The Consultant will be responsible for the development, production and distribution of an introductory newsletter for the established database. This newsletter will also be translated to Spanish to convey the message to our Spanish - speaking residents. c) The Consultant will conduct a review of the MPO Public Involvement Plan and make recommendations for additions or revisions to the plan. d) The Consultant will prepare a Technical Memorandum documenting the PIP review and update. The TM will be reviewed and approved by the MPO, with advice from the Steering Committee. DELIVERABLES • Mailing List and Calendar • Introductory Newsletter • Technical Memorandum COST $25,925.24 Task 1.3 Presentations to the Committees Briefings will be held for the MPO's advisory committees for each of the following milestones: a) Study initiation b) Development of Socio - Cultural Effects database c) Development of goals and objectives d) Completion of the existing plus committed assignment analysis e) Development of the Year 2030 needs plan alternatives f) Presentation and approval of the Year 2030 needs plan g) Efficient Transportation Decision Making (ETDM) process recommendation and approval of 2030 Cost Feasible Plan. 34 responsible for all handout materials, graphics, lisOjids, nd The Consultant will be resp a equipment necessary for the presentations. The purpose of these briefings will be to discuss the progress of the update, key decisions, and milestones. Joint meetings of two (2) or more of the MPO advisory committees are permissible in accomplishing this task. DELIVERABLES ■ Technical Memorandum COST $4,250.00 Task 1.4 Goals & Objectives a) Identify, select and schedule public workshop (1) b) Prepare & provide scripts, presentations, handouts, graphics c) Prepare & provide legal and /or display ads, news releases d) Develop PowerPoint presentations, maps DELIVERABLES ■ Public Information Meeting COST $10,175.40 Task 1.5 Solicit Public Comment on 2030 Needs Plan & Alternatives a) Identify, select and schedule public workshops (3) b) Prepare & provide scripts, presentations, handouts, graphics c) Prepare & provide legal and /or display ads, news releases d) Develop PowerPoint presentations, maps e) Develop, prepare and deliver newsletter f) Customize mailing list g) Develop and conduct questionnaires /surveys, interviews /special events h) Conduct focus groups DELIVERABLES • Three Public Workshops • Technical Memorandum COST $46,720.80 Task 1.6 Solicit Public Comments on 2030 Cost Feasible Plan a) Identify, select and schedule public workshop (1) b) Prepare & provide scripts, presentations, handouts, graphics c) Prepare & provide legal and /or display ads, news releases d) Develop PowerPoint presentations, maps e) Develop, prepare and deliver newsletter f) Customize mailing list g) Develop and conduct questionnaires /surveys, interviews /special events 35 10J h) Conduct focus groups DELIVERABLES • One Public Workshop • Technical Memorandum COST $39,885.80 Task 1.7 Small Group Meetings and Presentations (Approximately 50) The Consultant will hold additional meetings with appropriate agencies and local governments necessary to solicit public comment during the preparation of the LRTP update'. The Consultant will make every effort to meet with several parties simultaneously in an effort to minimize the number of meetings. The Consultant will provide sufficient detail to show start and completion dates, delivery or due date as appropriate for each major work activity, decision points, critical meetings, or deliverables for the Project. Detail will specifically show responsibility of the Consultant, the Sub - consultant(s), MPO. a) Coordinate with Media (Newspapers & Television) b) Presentations to appropriate agencies c) Presentations to local government d) Presentations to civic & trade organizations and Questionnaires e) Prepare Public Involvement Program (Technical Memorandum) on all interested parties DELIVERABLES • Technical Memorandum (including summary of questionnaires) COST $21,660.00 Task 1.8 Final Documentation The Consultant will document the entire public involvement effort used to solicit input into the 2030 LRTP. The report will summarize all technical memos developed during the project to document the public involvement strategy; the development of the Socio - Cultural Effects database and implementation of Socio - Cultural Effects, participation of representatives of traditionally underserved communities, detailed public comment and discuss the impact of public input on the development of the plan. The tech memo will highlight the best practices that should be incorporated into the MPO's overall public involvement policies. DELIVERABLES ■ Final Report COST $4,780.00 Task 1.9 Progress Meeting and Reporting 36 10i A number of different reports will be required throughout the life of the project. They include task related project reports, the Executive Summary and Final Report, and Monthly Progress Reports. The Consultant will provide all study reports in an electronic format, e.g., PDF, to facilitate the electronic distribution and publication of the study documents. At the conclusion of the study, copies of all study reports, documentation, maps and computer data files will be delivered to the MPO in their native electronic format. Printed reports, maps, and exhibits will also be provided in electronic PDF format. DELIVERABLES • Reports and electronic format • Progress Reports COST $27,160.00 EXPENSES FOR PUBLIC INVOLVEMENT $35,697.03 TOTAL PUBLIC INVOLVEMENT $242,124.27 TASK 2.0 SOCIO- CULTURAL GIS DATABASE Task 2.0 Socio- Cultural Effects The Consultant will collect and verify SCE data from all existing data sources including, but not limited to CENSUS, Florida Geographic Data Library, InfoUSA, Property Appraiser, Local Law Enforcement Agencies, Local Utilities Department, and Florida Department of Environmental Protection, and other local data sets. All existing GIS data will be verified for horizontal and attribute accuracy, then converted to the format and projection as directed by the Collier County MPO. a) The Consultant will develop a Socio - Cultural Effects database, generate GIS data layers and verify & convert GIS data. This database will include but not be limited to the following: 1. Community boundary- delineated by physical barriers, land -use patterns, political or area of responsibility divisions (e.g. school districts and police precincts) 2. Sub - community boundaries - subdivisions, or stratification within the community 3. Populations and Demographic Summary 4. Economic Characteristics 5. Housing Characteristics 6. Physical Characteristics Summary (supplement/update GIS data in FGDL) b) Community Boundary Delineation The data will also include Community Focal Points, which can be supplemented and updated with data from the Florida Geographic Data Library (FGDL). This data will include the following: 37 10 1. Type Facility 2. Name of Facility 3. Ownership of Facility 4. Services /Amenities provided 5. Number of people served 6. Source c) Community Identification - Develop Summaries for each community - Using the community boundaries as defined by concentrations of citizens of similar characteristics, the Consultant will summarize information for each community in a variety of formats that can be used in the transportation planning and ETDM process. The Community Identification summaries will include Socio - Cultural Effects Evaluation data, as listed below. 1. Social Effects 2. Economic Effects 3. Land Use Effects 4. Aesthetic and Visual Effects a) The Consultant will prepare a Technical Memorandum (TM) documenting the Socio - Cultural Effects process. The MPO and Consultant will compile the Socio - Cultural Effects Evaluation data and submit to the FDOT for analysis using the Efficient Transportation Decision Making (ETDM) Website maintained by the FDOT for review by the Environmental Technical Advisory Team (ETAT). DELIVERABLES • Community Summaries • Technical Memorandum • SCE GIS Tool COST $46,989.00 TASK 3.0 MPO INTERACTIVE PUBLIC INVOLVEMENT WEB SITE Task 3.0 Interactive Public Involvement Web site The Consultant will develop, coordinate and maintain an interactive web page on the MPO website. The Consultant will ensure that all public information materials are available and transferable to the MPO for inclusion on the MPO website, and are consistent, to the extent possible with ADA guidelines for accessible web information. The MPO will have final approval of any material before it is posted on the web page. The Public Information Sites"" is designed to post project information and documents to stakeholders. The information on this Web site must be timely, accurate, and easy for the public to access. 9M The on -line Public Comment® provides stakeholders with a Web -based platforml i t and communicate about a project. The on -line data will be collected from stakeholders to allow the project team to make informed decisions about the project or issue at hand, ultimately resulting in actions that better reflect the community vision. The project team will frame questions and topics, allowing the public to give their input in response to these project- specific questions. A database structure supports this system, providing reporting and archiving of the public input collected. Additionally, a citizen can sign up to receive automated project updates via e-mail. The Enhanced Public Communications Module includes the capturing, reporting, and managing of both on -line and off -line comment. Offline comment captured through traditional means, such as public hearings, workshops, Charettes, and visioning exercises will be integrated by simple uploading of meeting notes, plans, memorandums and other file types, including images. Public comment submittal of text and images is captured via the Public Information Sites"" using a customized web form, and is then processed, moderated, and reported. DELIVERABLES ■ Interactive Public Involvement Web site COST ■ $35,400.00 TOTAL PROJECT COST $324,513.27 1E 10i SCHEDULE B BASIS OF COMPENSATION B.1.1. As consideration for providing Basic Services as set forth herein in Schedule A, OWNER agrees to pay, and CONSULTANT agrees to accept, the lump sum fees as shown on Attachment A entitled "Schedule Fees for Basic Services ". B.1.2. Payment For Basic Services under Schedule A shall be paid on a lump sum basis in accordance with Schedule C milestones. B.2.1. As consideration for providing properly approved Additional Services set forth in Article Two of this Agreement, OWNER agrees to pay and CONSULTANT agrees to accept payment as a lump sum, or on a time and reimbursable cost basis. Payments for properly approved Additional Services shall be made monthly either as a lump sum, or on a time and reimbursable cost basis computed in accordance with Attachment B entitled "Consultant's Employee Hourly Rate Schedule" for employees working under this Agreement. B.2.2. Reimbursable costs shall mean the actual expenditures made by the CONSULTANT while providing Basic Services or Additional Services, in the interest of the Project, listed in the following sub - paragraphs: (a) expenses for transportation and subsistence incidental to out -of -town travel required by CONSULTANT and directed by OWNER, other than visits to the Project Site or OWNER's office; (b) expenses for preparation, reproduction, photographic production techniques, postage and handling of drawings, specifications, bidding documents and similar Project - related items in addition to those otherwise required in Basic Services; 40 104 (c) when authorized in advance by OWNER, except as specifically erwise provided herein, the expense of overtime work requiring higher than regular rates; and (d) expenses for renderings, models and mock -ups requested by OWNER. B.2.3. By way of example and not limitation, reimbursable costs shall specifically not include expenditures, except as otherwise described in paragraph B.2.2, such as: (a) expenses for transportation and subsistence; (b) overhead, including field office facilities; (c) overtime not authorized by OWNER; or (d) expenses for copies, reproductions, postage, handling, express delivery, and long distance communications. B.3.1. In no case shall the lump sum figures on Attachment A be exceeded without a change in the scope of the project being approved, in writing, by the County. B.3.2. Payments will be made for services rendered, no more than on a monthly basis, within thirty (30) days of submittal of an approvable invoice. The number of the purchase order by which authority the services have been made, shall appear on all invoices. All invoices shall be reasonably substantiated, identify the services rendered and must be submitted in triplicate in a form and manner required by OWNER. B.3.3. CONSULTANT acknowledges that Attachment A - Schedule of Fees for Basic Services, Attachment B - Consultant's Employee Hourly Rate Schedule, each attached to this Schedule B are incorporated herein and, will be the basis for OWNER's budgeting, authorizing and monitoring of expenditures under this Agreement. END OF SCHEDULE B 41 Schedule B - Attachment A Schedule of Fees for Basic Services CELLA & ASSOCIATES, INC. -^^ f%w,n_ nAwlf%-o ToAKICOnOTATIMI PI AN I IPnATF I OJ '^ INDIVIDUAL ACTIVITY TASK TOTALS TASK 1. v- PUjSLtW` N\t6 MENT PRodRAM* TASK 1.12030 LRTP STEERING COMMITTEE A. Formation of Steering Committee 9 meetings) 1. Identify organizations, interest groups 2. Establish Mailing List 3. Mailinq Notification - Formation of Steering Committee 4. Visioning Sessions with Steering Committee Bi- Monthl 5. Coordination 6. Correspondence 7. Brainstorming Sessions w/Advisory Committees 8. Preparation & Presentation Draft Goals M PO for Approval TOTAL TASK 1.1 - 2030 LRTI* STEERING COMMITTEE $ TASK 1.2 - KICK OFF ACTIVITIES A. Interactive Web Page 1. Development, coordination and maintain web site B. Mailing List and Calendar 1. Develop Mailing List 2. Delivery Schedule C. Introductofy Newsletter 1. Develop, Prepare & Distribute Introductory Newsletter D. Review of PIP 1. Review Public Involvement Plan E. Technical Memorandum 1. Preparation of Technical Memorandum TOTAL TASK 1.2 - KICK OFF ACTIVITIES $ 25,825.24` TASK 1.3 PRESENTATIONS TO COMMITTEES 1. Milestone Briefings to TAC, CAC and PAC 3 2. Preparation for TAC, CAC and PAC Meetings TOTAL TASK 1.3 , PRESENTATIONS TO COMMITTEES $ TASK 1.4 GOALS & OBJECTIVES 1. Identify, Select, Schedule and Attend Public Workshops 1 2. Prepare Scripts, Presentations, Handouts, Graphics 3. Prepare Legal and /or Display Ads, News Releases 4. Develop PowerPoint Presentations, maps 5. Customize Mailing List TOTAL TASK,I.4 -GOALS & "OBJECTIVES $ y1A 175:40 . - TASK 1.5 SOLICIT PUBLIC COMMENT ON 2030 NEEDS PLAN & ALTERNATIVES 1. Identify, Select, Schedule, Attend Public Workshops 3 2. Prepare Scripts, Presentations, Handouts, Graphics 3. Prepare Legal and/or Display Ads, News Releases 4. Develop PowerPoint Presentations, maps 5. Develop, Prepare & Distribute Newsletter 6. Customize Mailing List 7. Questionnaires /Surve s /Interviews /S ecial Events 8. Focus Group m'TOTAL: TASK°1:5 R NEEDS PLAN.& ALTERNATIVES PIIf3LIC COMMENT $ 46,720:80 42 10i TASK 1.6 SOLICIT PUBLIC COMMENT ON 2030 COST FEASIBLE PLAN 1 Identify Select, Schedule and Attend Public Workshops (1) 2. Prepare & Provide Scripts, Presentations, Handouts, Graphics 3 Prepare & Provide Legal and /or Display Ads News Releases 4 Develop PowerPoint Presentations maps 5 Develop Prepare & Distribute Newsletter 6 Customize Mailing List 7 Questionnaires /Surveys /Interviews /Special Events 8 Focus Groups TOTAL TASK 1.6 -SUBMIT PUBLIC COMMENT ON 2C TASK 1.7 ADDITIONAL MEETINGS & PRESENTATIONS APPROX 50 1. Coordinate with Media (Newspapers & Television 2. Presentations to Appropriate A encies 3. Presentations to Local Government 4. Presentations to Civic and Trade Organizations 5. Prepare Public Involvement Program Technical Memo Interested Parties TOTAL TASK 1.7 - ADDITIONAL MEETINGS& PRESENTATIONS $ 'ASK 1.8 FINAL DOCUMENTATION Preparation of Final Report (Public Involvement Documentatio TASK 1.9 REPORTING 1. Progress Meetin s 2. Preparation of Task Reports, Executive Summary, TOTAL'TASK1.9 REPORTING $ 27,160.001;, TOTAL FEE PUBLIC INVOLVEMENT PROGRAM: $ 206,427.24 TOTAL EXPENSES $ 35,697.03 A. Socio - Cultural Effects 1. Development of Socio - Cultural Database 2. Generating GIS Data Layers 3. Verification and Conversion of GIS Data B. Community Boundary Delineation 1. Identify Communities C. Community Identification 1. Develop Summaries for each Community D. Prepare Technical Memorandum - o :... 1 �,�a�"'�r � I r _ END OF SCHEDULE B — Attachment A 43 10i x SCHEDULE B - ATTACHMENT B CONSULTANT'S EMPLOYEE HOURLY RATE SCHEDULE Title Per Hour Rate Project Manager $ 125.00 Senior Professional $ 100.00 Professional $ 66.04 Multimedia $ 95.00 Sr. GIS Analyst $ 78.00 GIS Analyst $ 66.00 Planner $ 90.00 Technician $ 55.00 Administrative $ 45.00 Web App Developer $ 48.00 Database Analyst $ 66.00 Planner $ 65.00 Technician $ 55.00 END OF SCHEDULE B - ATTACHMENT B 44 Schedule C Project Schedule CELLA & ASSOCIATES, INC. -October INDIVIDUAL ACTIVITY - December anuary - March pn - June September u y - December October - TASK 1 - PUBLIC INVOLVEMENT PROGRAM 2005 2004 2005 2005 2005 TASK 1.1 2030 LRTP STEERING COMMITTEE A. Formation of Steerin Committee 9 meetin s 1. Identify Organizations, Interest Groups 2. Establish Mailing List 3. Mailin Notification - Formation of Steering Committee 4. Visioning Sessions with Steering Committee Bi- Month/ 5. Coordination 6. Correspondence 7. Brainstorming Sessions w/Advisory Committees 8. Preparation & Presentation of Draft Goals to M PO for Approval TASK 1.2 - KICK OFF ACTIVITIES 7 1. Development, Coordination and Maintenance of Web Pa e B Mailin List and Calendar 1. Develop Mailing List 2. Delivery Schedule C Introductory Newsletter 1. Develop, Pre are & Distribute Introducto Newsletter D Review of PIP 1. Review Public Involvement Plan E Technical Memorandum 1. Preparation of Technical Memorandum, documentation, PIP Review/Update TASK 1 ".3'PRESENTATIONS'TO COMMITTEES 1. Milestone Briefings to TAC CAC PAC MPO 3 2. Preparation for TAC, CAC and PAC Meetings TASK 1.4 GOALS & OBJECTIVES' 1. Identify, Select Schedule and Attend Public Workshops 1 2. Prepare & Provide Scripts, Presentations Handouts Graphics 3. Prepare & Provide Legal and /or Display Ads News Releases 4. Develop PowerPoint Presentations Ma s 5. Customize Mailing List TASK 1.5 SOLICIT PUBLIC COMMENT ON 2030' NEEDS PLAN & ALTERNATIVES' 1. Identify, Select Schedule and Attend Public Workshops 3 2. Prepare & Provide Scripts, Presentations Handouts Graphics 3. Prepare & Provide Legal and /or Display Ads News Releases 4. Develop PowerPoint Presentations Maps 5. Develop, Prepare & Distribute Newsletter 6. Customize Mailing List 7. Questionnaires /Surve s /Interviews /S ecial Events 8. Focus Group TASK 1.6 SOLICIT PUBLIC COMMENT ON 2030 COST FEASIBLE PLAN 1 Identify, Select Schedule and Attend Public Workshops 1 2 Prepare & Provide Scripts, Presentations Handouts Graphics 3 Prepare & Provide Legal and /or Display Ads News Releases 4 Develop PowerPoint Presentations Maps 5 Develop, Prepare & Distribute Newsletter 6 Customize Mailing List 7 Questionnaires /Surve s /Interviews /S ecial Events 8 Focus Groups TASK 1.7 ADDITIONAL MEETINGS & PRESENTATIONS (APPROX 50) 1 Coordinate with Media News a ers &Television 2 Presentations to Appropriate A encies 3 Presentations to Local Government 4 Presentations to Civic and Trade Organizations 5 Prepare Public Involvement Program Technical Memo Interested Parties TASK 1.8 FINAL 'DOCUMENTATION 1 Preparation of Final Report Public Involvement Documentation TASK 1.9 REPORTING 1 Pro ress Meetings 2 Preparation of Task Reports, Executive Summary, TASK 2.0' SOCIO- CULTURAL EFFECTS'(SCE) A. Socio - Cultural Effects 1. Development of Socio- Cultural Database 2. Generating GIS Data Layers 3. Verification and Conversion of GIS Data B. Commu ity Boundary Delineation 1. Identify Communities C. Communi Profile Development 1. Develo Profile Summaries for each Community D. Prepare Technical.Memorandum " 1. Preparation of Technical Memorandum T. �u 9 A i.a9rcoAr1T1V1= PI IRI iC INVOLVEMENT WEB SITE End of Schedule C 45 IOWA 10J SCHEDULE D INSURANCE COVERAGE (1) The amounts and types of insurance coverage shall conform to the following minimum requirements with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. (2) The insurance required by this Agreement shall be written for not less than the limits specified herein or required by law, whichever is greater. (3) Coverages shall be maintained without interruption from the date of commencement of the work until the date of completion and acceptance of the Project by the Owner or as specified in this Agreement, whichever is longer. (4) Certificates of insurance (3 copies) acceptable to the Owner shall be filed with the Owner within ten (10) calendar days after Notice of Award is received by Contractor /Consultant/ Professional. Such certificates shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least thirty (30) days prior written notice has been given to the Owner. (5) All insurance coverages of the Contractor /Consultant/Professional shall be primary to any insurance or self insurance program carried by the Owner applicable to this Project. (6) The acceptance by Owner of any Certificate of Insurance does not constitute approval or agreement by the Owner that the insurance requirements have been satisfied or that the insurance policy shown on the Certificate of Insurance is in compliance with the requirements of this Agreement. 46 I O J () Contractor /Consultant/Professional shall require each of its subcontractors to procure and maintain, until the completion of the subcontractor's work, insurance of the types and to the limits specified in this Section unless such insurance requirements for the subcontractor are expressly waived in writing by the Owner. (8) Should at any time the Contractor /Consultant/Professional not maintain the insurance coverages required herein, the Owner may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverages and charge the Contractor for such coverages purchased. The Owner shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance company or companies used. The decision of the Owner to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Contract Documents. (9) If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion of the Work or termination of the Agreement, the Contractor / Consultant / Professional shall furnish to the County, in triplicate, renewal or replacement Certificate(s) of Insurance not later than thirty (30) calendar days prior to the date of their expiration. Failure of the Contractor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate the Agreement. WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY Required by this Agreement? _X Yes No (1) Workers' Compensation and Employers' Liability Insurance shall be maintained by the Contractor /Consultant/ Professional during the term of this Agreement for all employees engaged in the work under this Agreement in accordance with the laws of the State of Florida. The amounts of such insurance shall not be less than: a. Worker's Compensation - Florida Statutory Requirements 47 b. Employers' Liability (check one) I OJ $100,000 Each Accident $500,000 Disease Aggregate $100,000 Disease Each Employee _X_ $1,000,000 Each Accident $1,000,000 Disease Aggregate $1,000,000 Disease Each Employee (2) The insurance company shall waive its Rights of Subrogation against the Owner and the policy shall be so endorsed. (3) United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. Applicable _X_ Not Applicable (4) Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. Applicable _X_ Not Applicable COMMERCIAL GENERAL LIABILITY Required by this Agreement? _X_ Yes No (1) Commercial General Liability Insurance shall be maintained by the Contractor /Consultant/Professional. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property Damage including Completed Operations and Products and Completed Operations Coverage. Products and Completed Operations coverage shall be 48 A 101 maintained for a period of not less than five (5) years following the completion and acceptance by the Owner of the work under this Agreement. Limits of Liability shall not be less than the following: General Aggregate $300,000 Products /Completed Operations Aggregate $300,000 Personal and Advertising Injury $300,000 Each Occurrence $300,000 Fire Damage $ 50,000 General Aggregate $500,000 Products /Completed Operations Aggregate $500,000 Personal and Advertising Injury $500,000 Each Occurrence $500,000 Fire Damage $ 50,000 _X—General Aggregate $1,000,000 Products /Completed Operations Aggregate $1,000,000 Personal and Advertising Injury $1,000,000 Each Occurrence $1,000,000 Fire Damage $ 50,000 (2) The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. "This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you." (3) If the General Liability insurance required herein is issued or renewed on a "claims made" basis, as opposed to the 'occurrence" form, the retroactive date for coverage shall be no later than the commencement date of the Project and shall provide that in the event of cancellation or non - renewal the Extended Reporting Period (Discovery Period) for claims shall be no less than three (3) years. (4) The Owner shall be named as an Additional Insured and the policy shall be endorsed that such coverage shall be primary to any similar coverage carried by the Owner. 49 I Oj (5) Coverage shall be included for explosion, collapse or underground property damage claims. (6) Watercraft Liability coverage shall be carried at the limits shown above if applicable to the completion of the work under this Agreement. Applicable _X_ Not Applicable (7) Aircraft Liability coverage shall be carried at limits of $2,000,000 each occurrence if applicable to the completion of the work under this Agreement. Applicable _X_ Not Applicable PROPERTY INSURANCE - BUILDERS RISK (1) Property Insurance - Builders Risk coverage shall be carried by the Owner if applicable. Applicable _X_ Not Applicable (2) The Owner shall purchase and maintain in a company or companies lawfully authorized to do business in the State of Florida and in Collier County, property insurance in the amount of the initial Contract Sum as well as subsequent modifications thereto for the entire Work at the site on a replacement cost basis without voluntary deductibles. Such property insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made or until no person or entity other than the Owner has an insurable interest in the property required to be covered, whichever is earlier. This insurance 50 shall include interests of the Owner, the Contractor, Subcontractors, Sub -su c n ctors and Material Suppliers in the Work. (3) Property insurance shall be on an all -risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including, without duplication of coverage, theft, wind and hail, vandalism, malicious mischief, collapse, falsework, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and, at the Owner's option, shall cover reasonable compensation for Professional's services and expenses required as a result of such insured loss. At the Owner's option, flood insurance will also be purchased. (4) The property insurance provided by the Owner requires minimum deductibles and the Contractor shall pay costs not covered by the deductibles. The responsibility of the Contractor for any deductible associated with the all -risk policy described above shall be limited to a maximum of $1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents. The responsibility of the Contractor for any deductible associated with the flood insurance identified herein, if purchased by the Owner, shall be limited to a maximum of $1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents. (5) This property insurance shall cover portions of the Work stored off the site after written approval of the Owner at the value established in the approval, and also portions of the Work in transit. (6) Boiler and Machinery Insurance. The Owner shall have the option of purchasing and maintaining boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner. If purchased this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub - subcontrators in the Work. 51 10i (7) Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub - subcontractors, agents and employees, each of the other, and (2) the Professional, Professional's consultants, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The policies shall provide waivers of subrogation by endorsement or otherwise. (8) A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear. (9) If Builders Risk coverage is applicable the Contractor shall be responsible for the following maximum deductibles per occurrence per paragraph (3) above. N/A All Risk Policy - $1,000 maximum deductible All Risk Policy - Maximum deductible of $ Flood Policy - $1,000 maximum deductible Flood Policy - Maximum deductible of $ AUTOMOBILE LIABILITY INSURANCE Required by this Agreement? _X_ Yes No (1) Automobile Liability Insurance shall be maintained by the Contractor / Consultant / Professional for the ownership, maintenance or use of any owned, non -owned or hired vehicle with limits of not less than: _X_ Bodily Injury & Property Damage - $ 500,000 Bodily Injury & Property Damage - $1,000,000 52 10,/ (2) The Owner shall be named as an Additional Insured under the policy. UMBRELLA LIABILITY (1) Umbrella Liability may be maintained as part of the liability insurance of the Contractor /Consultant/Professional and, if so, such policy shall be excess of the Employers' Liability, Commercial General Liability and Automobile Liability coverages required herein and shall include all coverages on a "following form" basis. (2) The policy shall contain wording to the effect that, in the event of the exhaustion of any underlying limit due to the payment of claims, the Umbrella policy will "drop down" to apply as primary insurance. (3) The General Aggregate limit, if applicable, shall apply separately to this project and the policy shall be so endorsed. PROFESSIONAL LIABILITY INSURANCE Required by this Agreement? _X_ Yes No (1) Professional Liability Insurance shall be maintained by the Consultant/Professional to insure its legal liability for claims arising out of the performance of professional services under this Agreement. Such insurance shall have limits of not less than: $ 500,000 each claim and in the aggregate _X_ $1,000,000 each claim and in the aggregate $2,000,000 each claim and in the aggregate $5,000,000 each claim and in the aggregate 53 (2) Any deductible applicable to any claim shall be the sole respo iity of the Consultant/Professional and shall not be greater than $50,000 each claim. (3) The Consultant/Professional shall continue this coverage for this Project for a period of not less than five (5) years following completion and acceptance of the Project by the Owner. END OF SCHEDULE D 54 From: Karie Rawles At: Oswald Trippe & Company Inc FaAD: 239- 433 -4148 To: Maria Date: 9129M04 01:1100 1 of 1 ACORD_ CERTIFICATE OF LIABILITY INSURANCE __gPiD Y DATE (MWDDNVYY) Oswald Trippe & Co. Ft. Myers P. O. Box 60139 Ft. Myers rL 33906 -6139 Phone :239- 433 -4535 rax:239- 433-4148 Cella & Associates Inc 2125 First Street Ste 201 Fort Myers rL 33901 COVERAGES THIS CERTIFICATE 13133UED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC N INSURER A The Hartford Insurance Co. 22357 INSURER 8. CINA'. IWJ URER C. TYPE OF INSURANCE POLICY NUMBER DATE (MMIDD/YY) DA (MMIODNY) INSURER E: IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR THE POLICIES OF INSUPAAiCE ( -: STED BEL OW HAVE BEEN ISSUED TO THE INSURED N,4MED ABOVE FOR THE POLICY PERIOD INDICATED. :YOT`VVITHSTA. %D'NG ANY RECUIREMENT, iFRM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT ',AA TH RESPECT ?C WHICH THIS CERTIFICATE MAYBE ISSL;ED OR MA'. PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EvCLUS10NS ANC CONCITONS OF SUCH ?OLICIES AGGREGATE Uto11TS SHC V'M�! MAY HAVE BEEN REDUCED BY PAL) CLAIMS LTR SR TYPE OF INSURANCE POLICY NUMBER DATE (MMIDD/YY) DA (MMIODNY) LIMITS IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Naples FL 34112 GENERAL LIABILITY ALIT RESE ATIVE EACH OCCURRENCE '000 A ! X X 1 COMMERCIAL GENERAL LIABILITY .1 CLAIMS MADE � CCCUR 21SBAEV9340 08/08/04 08108/05 PREMISE ce) 300,000 MED EXP (Any one person) $10,000 y PERSjNAL sA:VIN,UrY j$1,000,000 - -- _11; ENERA A.GREOATE $2,000,000 I t;ENL fw�REGA7E LIMIT APPLIES PER I� i � PRODUCTS COMP/OP AGO $ 2 , 000 , 000 POUCr PRO_ JECi LOC 1 I A AUTOMOBILE LIABILITY �APiYAUTO 21SBAEV9340 08/08/04 08/08/05 � COMBINED SINGLE LIMIT 1!Eaacc,dent) $1,000,000 ~7 ALL ')VVNED AJTCS —JI SCHEDULED AU'OS BOD'. LV INJURY (Per parson) $ X I HIREC AI �—i, X NON- CVVNED A U Og BODILY INJUR'f '', (Per acedent) $ PROPERTY DAMAGE (Per acedent; $ I ( ( GARAGE LIABILITY ANY AUTO : AL'TO CNLY - EA ACCIDENT $ I OTHER EAACC.t$ TI-LM AUTO ONLY AGO $ A EXCESSAIMBRELLA LIABILITY X OCCUP CLAIMS NIADE 21SBAEV9340 08/08/04 08/08/05 EACH OCCURRENCE GGREGATF 51,000,000 $1,000,000 RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER /tKFCi- ''TIVE OFF CER/MEMBER. EXCLiJDE09 It yes, descnbe under SPECIAL PROVISI ONS beiw 21WICCDK3634 07/08/04 I 07/08/05 X TORY LIMITS ER EL EACH ACCIDENT _ $1,000,000 E L. DISEASE EA EMPLOYEE $ 1 , OOO , OOO E L. D;SFASE - PC'_'CV L1MI- 1$1,000,000 OTHER B ;Professional MCA113980045 09/17/04 09/17/05 Occurence 1,000,000 (Liability Aggregate 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Collier County Government is an additional insured for Commercial General Liability with respects to Contract 04 -3629 Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization Long -Range Transportation Plan (LRTP) 2030 Update. �CM I IrM1 ^ I C "VLUCM VAW(' l 1 AyV m COL3301 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Collier County Government DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Administrative Services Div NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Purchasing Department 3301 East Tamiami Trail IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Naples FL 34112 REPRESENTATIVES. ALIT RESE ATIVE W AUURU GoHPORATION 198 SCHEDULE E 101 TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida Statutes, Cella & Associates, Inc. hereby certifies that wages, rates and other factual unit costs supporting the compensation for the services of the CONSULTANT to be provided under the Professional Services Agreement for Consultant Services for the Public Involvement Element of the Metropolitan Planning Organization Long -Range Transportation Plan (LRTP) 2030 Update, concerning are accurate, complete and current as of the time of contracting. Cella & Associates, Inc. F� BY: TITLE: cE0 f� ItM 55 • °s ,., .:. .. ._..v ._ 'w�«r)?�R`�5+:°A1.."�,lkyyn`: '..2� ,�3s"x...t�:_.;iC.v.._� ". w. ORIGINAL DOCUMENTS CHECKLIST & ROUTING SL 12 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO A THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board.Office. The completed routing slip and original documents are to be forwarded to the Board the item.) Office only after the Board has taken action on ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line 14 5 Route to Addressee(s) List in routing order Office 1. 774 -8400 Assistant County Attorney 2. Agenda Date Item was September 28, 2004 3. 12A Approved by the BCC 4. Type of Document Attached Settlement Agreement w/ affidavit & 5. Sue Filson, Executive Manager Board of County Commissioners PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item. Name of Primary Staff Contact Jacqueline Williams Hubbard Phone Number 774 -8400 Assistant County Attorney Agenda Date Item was September 28, 2004 Agenda Item Number 12A Approved by the BCC Type of Document Attached Settlement Agreement w/ affidavit & Number of Original Three original restrictive covenant Documents Attached documents 12 pages total iNCTDiTnmr�m►Ta o_ r.r.,,... >� >,..�. 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 r,G -t -oy 12A 4! MEMORANDUM Date: October 11, 2004 To: Jacqueline Hubbard Robinson Assistant County Attorney From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Settlement Agreement and Mutual Release between Collier County,-:American Retirement Corporation (ARC) and Nationwide Health Properties, Inc.(NHP) Enclosed please find three (3) copies of the document as referenced above, Agenda Item #12A, approved by the Board of County Commissioners on September 28, 2004. The original agreement is being retained for the record. If you should have any questions, please contact me at extension 8406. Thank you. 12A Jc_ ; SETTLEMENT AGREEMENT AND MUTUAL RELEASEl f ' a. THIS SETTLEMENT AGREEMENT AND MUTUAL RELEASE (hereinafter referred to as the "Agreement and Release ") is entered into and made on the date when it has been executed by the last of the parties to sign it, by and between COLLIER COUNTY; (hereinafter referred to as "the County "), a political subdivision of the State of Florida; AMERICAN RETIREMENT CORPORATION, a Tennessee corporation (hereinafter referred to as "ARC "); and NATIONWIDE HEALTH PROPERTIES, INC., a Maryland corporation (hereinafter P0 a, a referred to as "NHP ") WITNESSETH: c3 x WHEREAS, Collier County has filed a Complaint against Nationwide Health Properties, R: lY7 Inc. A/K/A Homewood Residence; (hereinafter referred to as "Homewood Residence "), in the Q O hG C) CD C7 Gn Circuit Court for the Twentieth Judicial Circuit in Case No. 02- 4943 -CA, alleging that M Homewood failed to pay impact fees, and c:> WHEREAS, NHP and the County desire to settle the disputes in Case No. 02- 4943 -CA " <=C) r.. `- O M and any and all disputes or claims that arise from, relate to, or refer in any way, whether directly or indirectly, to the Complaint; and a WHEREAS, ARC is not party to Case No. 02- 4943 -CA, but operates the Homewood a Residence assisted living facility for NHP; and 0 a as WHEREAS, ARC will satisfy the amount agreed upon between the County and NHP to Q Q �r settle this case; and L' —• U N VJ fYa F. WHEREAS, ARC, NHP and the County desire to reduce the settlement to a writing so f CJ H Iz1 that it shall be binding upon them as well as their respective owners, principals, elected officials, 1 12A officers, directors, employees, ex- employees, agents, attorneys, representatives, insurers, spouses, successors, assigns, heirs, grantees, subsidiaries, and affiliates. NOW, THEREFORE, in consideration of the mutual covenants, promises and consideration set forth in this Agreement and Release, and with the intent to be legally bound, ARC, NHP and the County agree as follows: 1. NHP, ARC and the County adopt and incorporate the foregoing recitals, sometimes referred to as "Whereas Clauses" by reference into this Agreement and Release. N 0 2. In consideration of the resolution of all disputes or claims arising from, relating cx6 to, or referring in any way, whether directly or indirectly, to Case No.02- 4943 -CA, and in consideration of the promises contained herein, the parties agree as follows: a (a) Upon approval of this Agreement and receipt of $46,127.00 from ARC, 0 the Collier County Board of County Commissioners, Collier County shall file a final and complete release of lien, and dismiss its Complaint in Case No. 02- 4943 -CA, with prejudice, each party to bear its own attorneys' fees and costs. (b) Within five days after receipt of written notice of the approval of the settlement agreement, ARC shall pay the County $46,127.00, which constitutes the amount Collier County claims NHP owes for Collier County parks and library impact fees; NHP will forego refund of its $10,800.00 road impact fee overpayment; NHP will execute a deed restriction with a duration of twenty (20) years barring school age children from living at the Homewood Residence assisted living facility; and Mr. Todd Kaestner, Executive Vice President, Corporate Development, of 2 ARC and its designated representative will execute an affidavit a rmmg , that no school age children have resided at the Homewood Residence since it was opened for operation. (c) Five business days after receipt of $46,127.00 from ARC and the executed affidavit of Todd Kaestner, Collier County will file a final and complete release of lien on the Homewood Residence property, which is the property described in the County's Complaint in Case No. 02- 4943 -CA. r (d) Simultaneous with the recording of the final release of lien, the County 0 shall cause this Agreement to be recorded in the public records of Collier w County, Florida. M (e) Failure to make the payment when due may lead to foreclosure of the o property at the option of the County. (f) Upon full satisfaction of the items due pursuant to this Agreement, the County shall record a satisfaction of the obligation due hereunder. 3. In consideration of the resolution of this dispute, and for other good and valuable consideration, the receipt and adequacy of which is hereby acknowledged, ARC; and NHP, on behalf of themselves, as well as on behalf of their owners, principals, officers, directors, employees, ex- employees, agents, attorneys, representatives, insurers, spouses, successors, assigns, heirs, grantees, subsidiaries, and affiliates hereby expressly release and forever discharge the County from any and all claims, demands, causes of actions, damages, costs, attorney's fees, expenses and obligations of any kind or nature whatsoever that it has asserted or could have asserted against any other of them that arise from or relate to or refer to in any way, whether directly or indirectly, to Case No. 02- 4943 -CA. Further, the County, on behalf of itself, 3 12 A -AM as well a on behalf of its principals, elected officials, officers, employees, ex- employees, agents, attorneys, representatives, insurers, successors, assigns, grantees, subsidiaries, and affiliates hereby expressly releases and forever discharges NHP and ARC from any and all claims, demands, causes of actions, damages, costs, attorney's fees, expenses and obligations of any kind or nature whatsoever that they have asserted or could have asserted against any other of them that arise from or relate to or refer to in any way, whether directly or indirectly, to Case No. 02- M 4943 -CA. 0 4. ARC, NHP and the County acknowledge and agree that this Agreement and a Release is intended to and shall be binding upon their respective owners, principals, officials, officers, directors, employees, ex- employees, agents, attorneys, representatives, insurers, a spouses, successors, assigns, heirs, grantees, subsidiaries, and affiliates. c� 5. ARC, NHP and the County recognize and acknowledge that this Agreement and Release memorializes and states a settlement of disputed claims. 6. ARC, NHP and the County acknowledge and agree that this Agreement and Release is the product of mutual negotiation and no doubtful or ambiguous language or provision in this Agreement and Release is to be construed against any party based upon a claim that the party drafted the ambiguous provision or language or that the parry was intended to be benefited by the ambiguous provision or language. 7. This Agreement and Release may be amended only by a written instrument specifically referring to this Agreement and Release and executed with the same formalities as this Agreement and Release. 4 12A 8. ARC, NHP and the County hereby stipulate, covenant, and agree that they will undertake diligently all acts necessary to effectuate provisions of this Settlement Agreement and Release. 9. In the event of an alleged breach of this Agreement and Release, the sole venue for any resulting action shall be in the Twentieth Judicial Circuit in and for Collier County, Florida in Naples, Florida. 10. This Agreement and Release is executed by the Parties hereto for the sole purpose vy 0 of settling matters involved in the dispute, and it expressly understood and agreed, as a condition w hereof, that this Agreement does not constitute, and cannot be construed as, an admission by NHP or ARC of the truth or legitimacy of any claim asserted. a 11. Counterparts: This Agreement may be executed in one or more counterparts, all 0 of which shall be considered one and the same Agreement and shall become effective when one or more counterparts have signed and delivered by each Party. 12. This Agreement and Release shall be governed by the laws of the State of Florida. IN WITNESS WHEREOF, ARC, NHP and the County have signed and sealed this Agreement and Release as set forth below: [INTENTIONALLY LEFT BLANK] 6-1 u Witnesses: C ` r� (Signature) C , P'� &4%e -s e- (Print) (Print) (Signature) (Print) AMERICAN RETIREMENT CORPORATION, INC. Wqm—w (CORPORATE SEAL) NATIONWIDE HEALTH PROPERTIES, INC. : (CORPORATE SEAL) 11 (Signatur (Print) 0 cs.. Witnesses: a 0 (Signature) (Print) (Signature) (Print) AMERICAN RETIREMENT CORPORATION, INC. Wqm—w (CORPORATE SEAL) NATIONWIDE HEALTH PROPERTIES, INC. : (CORPORATE SEAL) 11 Witnesses: (Signature) (Print) (Signature) (Print) N a Wi ss s: M (Si ature) CD (Print) 1 rw*- re) A..ri?c�crko� (Print) AMERICAN RETIREMENT CORPORATION, INC. (CORPORATE SEAL) NATIONWIDE HEALTH PROPERTIES, INC. By: (CORPORATE SEAL) 12A ''IRi A COLLIER COUNTY: ATTEST: DWIGHT E. BROCK, Clerk of Courts of Collier County, Florida 12A BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLCRdDA d4zBy: DO A FIALA, Chairman Date: Item # 18--- Agenda Date Date } br Redd 7 At (0,C- By: R�y S N 4wi4re, o Date: Q Approved as to form and legal sufficiency: a o ueline Williams Hubbard ttsistant County Attorney 12A BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLCRdDA d4zBy: DO A FIALA, Chairman Date: Item # 18--- Agenda Date Date } br Redd 7 At (0,C- 2A i -8 Fri °,iC: 16 AFFIDAVIT OF MR. TODD KAESTNER REGARDING THE HOMEWOOD RESIDENCE ASSISTED LIVING FACILITY STATE OF TENNESSEE COUNTY OF U'i 110-v".SOA 00 0 BEFORE ME, the undersigned authority, personally appeared Mr. Todd rs, Kaestner who, after being duly sworn, deposes and says: 1. My name is Todd Kaestner and I am over 18 years of age. n� CD 2. I make this affidavit based on personal knowledge of the assertions contained herein. 3. I am Executive Vice President for Corporate Development of American Retirement Corporation (ARC), with corporate offices located at 111 Westwood Place, Suite 200, Brentwood, Tennessee. 4. The Homewood Residence assisted living facility is located at 770 Goodlette Road North, Naples, Florida. 5. ARC has operated this assisted living facility since it first opened to residents. 6. I have worked for ARC since the Homewood Residence first opened. rn N r-- 0 6 w M 31 12A 7. No school age children have resided at the Homewood Residence since it was opened for operation. FURTHER AFFIANT SAYETH NAUGHT. SWO N to and SUBSCRIBED before me this day of October, 2004, by T _ IIQ ( who is ep rsonally known to me or who produced as identifica on. -- n NOTARY PUBI Printed Name:_ Commission No My Commission Expires: RUBY C. WOAD Notary Public, Williamson Co Imy Comm. Expires Dec. 14, &2o(J4 # 2293652_vl C, STATE (Seal) w, 12A J I/ )i 1' I V n T,,'_' ?..�n4prT'8 AN 11 i6 ° RESTRICTIVE COVENANT r-- o THIS RESTRICTIVE COVENANT is made effective as of the 286' day of September, ate. 2004 by NATIONWIDE HEALTH PROPERTIES, INC., a Maryland corporation (the "Declarant "), having an address of 610 Newport Center Drive, Suite 1150, Newport Beach, CA 92660 for itself and its successors, assigns or grantees. • - Recitals a 0 A. Declarant is the fee simple owner of the real property located in Collier County, Florida, legally described on Exhibit "A" attached hereto and made a part hereof. B. The Declarant is executing and recording this Restrictive Covenant in order to affirm that all of its uses are either adults -only or non - residential uses. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are acknowledged, the Declarant, for itself and its successors, assigns and grantees, does hereby declare, state and affirm as follows: L The foregoing recitals are true and correct and by this reference are made a part hereof. 2. Declarant hereby affirms that all of its uses are either adults -only uses, which do not allow residency by persons under the age of eighteen (18) years old, or are non - residential uses. 3. This Restrictive Covenant will be binding on the Declarant, its successors, assigns, and grantees. This Restrictive Covenant shall remain in effect for 20 years from the date of its execution and shall burden, run with and be appurtenant to the Property. Upon the expiration of such 20 -year period, this Restrictive Covenant shall terminate and be of no further force or effect without any required action or notice by or to any party. Notwithstanding the foregoing, Declarant may, without the consent or joinder of any party, record a memorandum of the termination of its Restrictive Covenant at any time following such termination. 12A IN WITNESS WHEREOF, the Declarant has caused this Restrictive Covenant to be executed by its duly autho 'zed officer effective as of the date first above written. Witness NATIONWIDE HEALTH PROPERTIES, �i�� INCr; Maryland cQrporation By: Donald D. Br Title: Senior Vice STATE OF CALIFORNIA ) Ce-, ) ss. o COUNTY OF ORANGE ) a On September 16, 2004, before me, the undersigned, personally appeared Donald s, D. Bradley, personally known to me or proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her /their authorized capacity(ies), and that by cx his/her /their signatures(s) on the instrument the persons(s), or the entity upon behalf of which the o person(s) acted, executed the instrument. Witness my hand and official seal. 9 n u of Notary T41, — KRYSTWA TRAN Omy Commission # 1473597 Notary Public - California Orange County Comm. Expires Mar 2.2008 K, Aa a1 Vo&X foano 3301 East Tamiami Trail • Naples, Florida 34112 - 4977 (239) 774 -8097 • Fax (239) 774 -3602 Donna Fiala District 1 September 28, 2004 Frank Hales District 2 Tom Henning Dick J. Bruce, Chairman District 3 District School Board of Collier County Fred Coyle District ct 4 Martin Luther King, Administrative Center Dr. Mart g, Jim Coletta 5775 Osceola Trail District 5 Naples, FL 34109 Dear Mr. Bruce: As a result of the Board of County Commissioners (BCC) meeting on September 28, 2004, I have been asked to request that the District School Board of Collier County address the status of overdue impact fee studies. In my understanding, school impact fees have not been updated since 1992 and are now seriously understated. In a letter to Collier County Commissioners from the Productivity Committee dated September 22, 2004, the Board was asked to address this issue with the school district. In that correspondence, the committee reported that their research has revealed that the school impact fees charged in Collier County are about one half the current fee structure collected in Lee County, or about $1,800 per residence. The Productivity Committee reportedly discussed the status of impact fee studies that are currently scheduled for review at their August 18, 2004 meeting. While it was noted that several of the impact fee studies have been delayed due to contract performance difficulties, the "continuing schedule slippage" in the school impact fee study remains a concern to them. The Board joins in their concern, agreeing with the position of the Productivity Committee that failure to increase your impact fees to reflect the actual cost of new school construction means higher property taxes for current Collier County residents to make up the shortage in impact fee revenues. Reportedly, the District School Board recently delayed action on the impact fee study until you complete your five -year plan. In the interim, the impact fee cost data collected in 2002 continues to become more outdated each month. Any additional delays may necessitate the collection and compilation of more current information in attempts to generate a legitimate, defensible impact fee study. 15C (2) However, collecting updated data will cause further delays and create an extended period of time between the present deficit and the time when more accurate and higher school impact fees are imposed. Please allow me to remind you that the Board of County Commissioners in March 2001 passed the Consolidated Impact Fee Ordinance 2001 -13, as amended, mandating an update of each impact fee on a three -year cycle. While the school impact fee review is not in compliance with this ordinance, the county's Impact Fee Office, which manages the impact fee review process in the Community Development and Environmental Services Division, cannot resolve delays due to inaction by the School Board. In conclusion, the Board is requesting the School Board's expeditious attention to this issue and the necessary effective action to fulfill your responsibilities regarding the school impact fee review. The Board concurs with the Productivity Committee's concern that until those who generate the demand for new schools pay their fair share in impact fees, all Collier County residents will continue to pay too much in property taxes for school construction. This advisory committee to the Board, comprised of citizens with admirable professional credentials and invaluable experience, is repeatedly respected for input and oversight on issues affecting the taxpayers of Collier County. Your cooperation and consideration are appreciated. Please don't hesitate to call if you have questions. Sincerely, IL4— Donna Fiala, Chairman Board of County Commissioners Cc: Board of County Commissioners James V. Mudd, County Manager Leo E. Ochs, Jr., Deputy County Manager David Weigel, County Attorney Joseph Schmitt, CDES Administrator Joe Swaja, Productivity Committee Chairman COLLIER COUNTY TRANSPORTATION DIVISION 2675 Horseshoe Drive South , Suite 401 • Naples, Florida 34104 • 239 - 774 -8192 • Fax 239 - 774 -9370 ENGINEERING & CONSTRUCTION MANAGEMENT DEPARTMENT ❖Right -of -Way Acquisition ❖Capital Projects • .-La -House Design & Engineering •.-Construction Management September 17, 2004 RE: Golden Gate Parkway /Airport- Pulling Road, Grade Separated Overpass Construction Project Public Information Meeting, September 22, 2004 Golden Gate Community Center 4701 Golden Gate Parkway, Naples Dear Interested Party: The Collier County Transportation Division has recently begun construction on the Golden Gate Parkway /Airport- Pulling Road, Grade Separated Overpass. The County will be holding an informational meeting in an open house format to inform the community about the project on Wednesday, September 22, 2004. There will not be a formal presentation at this meeting. Business and property owners, residents and visitors are welcome to stop in any time between 4:30 and 6:30 p.m. to review the project displays and ask questions of Transportation Division staff and representatives of Collier County's construction team. This complex project includes widening Golden Gate Boulevard from 4 lanes to 6 lanes between Airport- Pulling Road and Livingston Road, as well as the construction of an overpass allowing traffic to flow over Airport- Pulling Road. This project is an essential element in the overall Golden Gate Parkway improvements program that will accommodate additional traffic from the new I -75 and Golden Gate Parkway interchange scheduled to open in early 2007. Significant challenges during construction include maintaining the safety of more than 80,000 vehicle trips per day safely through the intersection, relocation of a 36 -inch main that supplies 80% of the water needs to the City of Naples, and relocation of the Airport Road Canal. The completed project will include decorative street lighting and substantial landscaping and decorative features to enhance this gateway into the City of Naples. The anticipated project completion date is the end of 2006. Your attendance at this public information meeting on Wednesday, September 22, 2004 is encouraged. For additional project information, contact Kris Cella, Cella & Associates, Inc., at (239) 337 -1071 or (877) 496 -1076 (toll free) or e-mail kcella @cella.cc. You may also contact the Transportation Division at 774 -8192. Sincerely, Collier County Transportation Division Transportation Engineering & Construction Management Department Lynn R. Thorpe, P.E. Principal Project Manager ORIGINAL DOCUMENTS CHECKLIST & ROUTING16 A 3 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5) Route to Addressee(s) List in routing order Office 1. AIIN 2. 3. 4. 5. Sue Filson, Executive Manager Board of County Commissioners PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC ofce only after the BCC has acted to approve the item.) Name of Primary Staff Contact Agenda Date Item was Approved by the BCC Type of Document Attached Phone Number Agenda Item Number Number of Original Documents Attached INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is appropriate. 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4• "Sign here" tabs are placed on the appropriate pages indicating where the -C airman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing sli should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 ik-A -- Yes J-J Jr'O N/A (Not loA3 MEMORANDUM Date: September 30, 2004 To: John Houldsworth Engineering Review From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution 2004 -298; Ibis Cove Phase Two-113 Enclosed please find one copy of the document referenced above, Agenda Item #16A3, approved by the Board of County Commissioners on Tuesday, September 28, 2004. The original document is being retained in the Minutes & Records Department. If you should have any questions, please contact me at ext. 8406 Thank you. Enclosure i RESOLUTION NO. 04- 2 9 g RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TO AUTHORIZE FINAL ACCEPTANCE OF THOSE ROADWAY AND DRAINAGE IMPROVEMENTS IN IBIS COVE, PHASE TWO -B, RELEASE OF THE MAINTENANCE SECURITY, AND ACCEPT THE MAINTENANCE RESPONSIBILITY FOR THE ROADWAY AND DRAINAGE IMPROVEMENTS THAT ARE NOT REQUIRED TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. WHEREAS, the Board of County Commissioners of Collier County, Florida, on September 10, 2002 approved the plat of Ibis Cove, Phase Two -B for recording; and WHEREAS, the Developer has constructed and maintained the roadway and drainage improvements in accordance with the approved plans and specifications and as required by the Land Development Code (Collier County Ordinance No. 91 -102, as amended); and WHEREAS, the Developer is requesting final acceptance of the roadway and drainage improvements and release of his maintenance security; and WHEREAS, the Engineering Services Department of Community Development Services has inspected the roadway and drainage improvements, and is recommending acceptance of said facilities. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby granted for those roadway and drainage improvements in Ibis Cove, Phase Two -B, and authorize the Clerk to release the maintenance security. BE IT FURTHER RESOLVED AND ORDERED that the County accept the future maintenance and other attendant costs for roadway and drainage improvements that are not required to be maintained by the Ibis Cove homeowners association. Thi�, Resolution jdopted after motion, second and majority vote favoring same, this day of Oe �617,b p/ 2004. DATE:— Q-�j`f ATTE� DWI IT'& BROCK ,,,CLERK C- l4ac� Appr0f le and legal sufficiency: Jennifer A. Be dio Assistant Collier County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: DONT4A FIALA, CHAIRMAN Item # L Lafta Agenda Date Date �3b 1� / Recd 3 'I ORIGINAL DOCUMENTS CHECKLIST &ROUTING SLIP � A 5 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) Office (List in routing order Initials Date 1. 2.� 3. 1 1 4. 5. Sue Filson, Executive Manager Board of County Commissioners (The primary contact is the holder of PRIMARY CONTACT INFORMATION the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Contact � Phone Number AA Agenda Date Item was A roved b the BCC Agenda Item Number Type of Document Number of Original Attached Documents Attached 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 ` N/A (Not INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is appropriate. Yes I. Original document has been signed/initialed for legal sufficiency. (All documents to be (Initial) signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and 2. Possibly State Officials.) All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other 3. Parties exce t the BCC Chairman and the Clerk to the Board The Chairman's signature line date has been entered as the date of BCC approval document 4• of the or the final negotiated contract date whichever is applicable. "Sign here" tabs are placed on the appropriate �C pages indicating where the Chairman's initials are required. 5. Lmost (some contracts are an exception), the original document and this routing slip vided to Sue Filson in the BCC office within 24 ho urs of BCC approval. nts are time sensitive and require forwarding to Tallahassee within a certain the BCC's actions are nullified. Be aware of our deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 ` N/A (Not 16A5 ' MEMORANDUM Date: September 30, 2004 To: John Houldsworth Engineering Review From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution 2004 -299; Quail West Phase III -Unit three Enclosed please find one copy of the document referenced above, Agenda Item #16A5, approved by the Board of County Commissioners on Tuesday, September 28, 2004. The original document is being retained in the Minutes & Records Department. If you should have any questions, please contact me at ext. 8406 Thank you. Enclosure 16A5 RESOLUTION NO. 04- 2 9 9 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TO AUTHORIZE FINAL ACCEPTANCE OF THOSE ROADWAY AND DRAINAGE IMPROVEMENTS IN QUAIL WEST PHASE III, UNIT THREE, RELEASE OF THE MAINTENANCE SECURITY, AND ACCEPT THE MAINTENANCE RESPONSIBILITY FOR THE ROADWAY AND DRAINAGE IMPROVEMENTS THAT ARE NOT REQUIRED TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. WHEREAS, the Board of County Commissioners of Collier County, Florida, on June 26, 2001, approved the plat of Quail West Phase III, Unit Three for recording; and WHEREAS, the Developer has constructed and maintained the roadway and drainage improvements in accordance with the approved plans and specifications and as required by the Land Development Code (Collier County Ordinance No. 91 -102, as amended); and WHEREAS, the Developer is requesting final acceptance of the roadway and drainage improvements and release of his maintenance security; and WHEREAS, the Engineering Review Department of Community Development Services has inspected the roadway and drainage improvements, and is recommending acceptance of said facilities. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby granted for those roadway and drainage improvements in Quail West Phase III, Unit Three , and authorize the Clerk to release the maintenance security. BE IT FURTHER RESOLVED AND ORDERED that the County accept the future maintenance and other attendant costs for roadway and drainage improvements that are not required to be maintained by the Quail West homeowners association. This esolution dopted after motion, second and majority vote favoring same, this A4* ay of , 2004. DATE 'q- 46 –( ATTI §T.,.. DWIG:PT'] . BAOC4 . ERK .c Attest to Uairman s, signature oply. Approved as to form and legal sufficiency: 1 aja- Jennifer A. Bel e jo Assistant Collier unty Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: / , —4j -,* a DOKRX FIALA, CHAIRMAN Item# Agenda n a Date L -_alb) q k 1 ORIGINAL DOCUMENTS CHECKLIST & ROUTIN kiA 6 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #I through #4, complete the checklist, and forward to Sue Filson (line. ff51 Route to Addressee(s) Office List in routing order 1. signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes aA 2. 1 - 3. contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 4. 2. 5. Sue Filson, Executive Manager Board of County Commissioners PRIMARY CONTACT INFORMATION v (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact stab for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item. Name of Primary Staff Phone Number Contact JCa ap U� Agenda Date Item was Agenda Item Number Approved b the BCC 1 Type of Document 1 Number of Original Attached i`�,@ `, IOF�I Documents Attached INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes annrnnrinta 1. Original document has been signed/initialed for legal sufficiency. (All documents to be Lminai) signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's 3. Office and all other parties except the BCC Chairman and the Clerk to the Board The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. "Sign 5 Z 4. here" tabs are placed on the appropriate pages indicating where the Chairman's si gnature and initials are required. 57 In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! L Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 _ Ce N/A (Not /X MEMORANDUM Date: September 30, 2004 To: John Houldsworth Engineering Review From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution 2004 -300; Quail West Phase III -Unit Two Enclosed please find one copy of the document referenced above, Agenda Item #16A6, approved by the Board of County Commissioners on Tuesday, September 28, 2004. The original document is being retained in the Minutes & Records Department. If you should have any questions, please contact me at ext. 8406 Thank you. Enclosure RESOLUTION NO. 04 -300 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TO AUTHORIZE FINAL ACCEPTANCE OF THOSE ROADWAY AND DRAINAGE IMPROVEMENTS IN QUAIL WEST PHASE III, UNIT TWO, RELEASE OF THE MAINTENANCE SECURITY, AND ACCEPT THE MAINTENANCE RESPONSIBILITY FOR THE ROADWAY AND DRAINAGE IMPROVEMENTS THAT ARE NOT REQUIRED TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. WHEREAS, the Board of County Commissioners of Collier County, Florida, on May 9, 2000, approved the plat of Quail West Phase III, Unit Two for recording; and WHEREAS, the Developer has constructed and maintained the roadway and drainage in accordance with the approved plans and specifications and as required by the Land Development Code (Collier County Ordinance No. 91 -102, as amended); and WHEREAS, the Developer is requesting final acceptance of the roadway and drainage improvements and release of his maintenance security; and WHEREAS, the Engineering Review Department of Community Development Services has inspected the roadway and drainage improvements, and is recommending acceptance of said facilities. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby granted for those roadway and drainage improvements in Quail West Phase III, Unit Two , and authorize the Clerk to release the maintenance security. BE IT FURTHER RESOLVED AND ORDERED that the County accept the future maintenance and other attendant costs for roadway and drainage improvements that are not required to be maintained by the Quail West homeowners association. This�esolution adopted after motion, second and majority vote favoring same, � this t l ay of � ,W a7nher, 2004. DATE: +30_0+ ATTEST: DWIGHT E. BROCK, CLERK At36 P,pp ov a r i -and legal sufficiency; °" <�,� Jennifer A. Be io Assistant Collier ounty Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA .0 . By. J —A DO H Item # Agenda Date Date Re C cd "'l. c_ ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLID TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 6A10 THE BOARD OF COUNT Y COMMISSIONERS OFFICE FOR SIGNA'I'"+JRE (Print on pink paper. Attach to original document. Original documents,should be hand delivered to the Board Office. The completed routing slip and original documents are "to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as. appropriate for additional signatures, dates, and/or information needo. -I. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 throug?; X1, complete the checklist, and forward to Sue Filson line #5). Route to Addressee(s) Office Initials Date (List in routine order) �I i IN 5. Sue Filson, Executive Manager Board of County Commissioners � PRIMARY CONTACT INFORMATION V Avl lq.3 1 Eklul71 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who creatv&j3repared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff toy additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has added to approve the item. Name of Primary Staff Contact ,/ 41JI Phone Number / — S , 'Y(� ' �9`1 Agenda Date Item was Approved b the BCC 2. Agenda Item Number _y— Office and all other parties except the BCC Chairman and the Clerk to the Board Type The Chairman's signature line date has been entered as the date of BCC approval of the document or the final ne otiated contract date whichever is applicabl e. 4. of Document Number of Original Lsz In most cases (some contracts are an exception), the original document and this routing slip Attached Q Ll Documents Attached Some documents are time sensitive and require forwarding to Tallahassee within a certain VIVO TV r%ATt n 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Yes �` N/A (Not Initial Applicable A/ 1 /y �5tl Avl lq.3 1 Eklul71 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is appropriate. 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials. 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final ne otiated contract date whichever is applicabl e. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's si gnature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are'nullified. Be aware of Your deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Yes �` N/A (Not Initial Applicable A/ 1 /y �5tl 16AI0 MEMORANDUM Date: September 30, 2004 To: John David Moss, Planner Comprehensive Planning Services From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution No. 2004 -301; Continuing the Florida Enterprise Zone Program Enclosed please find one copy of the document referenced above (Agenda Item #16A10), approved by the Board of County Commissioners on September 28, 2004. If you should have any questions, please contact me at 774 -8406. Thank you. Enclosure 16A10 RESOLUTION NO. 2004 - 3n1 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, RECOMMENDING THAT THE STATE CONTINUE THE FLORIDA ENTERPRISE ZONE PROGRAM PURSUANT TO THE FLORIDA ENTERPRISE ZONE ACT ESTABLISHED IN SECTIONS 290.001- 290.016, FLORIDA STATUTES. WHEREAS, the State of Florida has enacted the Florida Enterprise Zone Act, Sections 290.001- 290.016, Florida Statutes, to provide incentives by both state and local governments to induce private investment into distressed areas to create economic opportunities and sustainable economic development; and WHEREAS, on March 28, 1995, The Board of County Commissioners adopted Resolution No. 95 -248, nominating the Immokalee community as an Enterprise Zone pursuant to the Florida Enterprise Zone Act; and WHEREAS, the State of Florida designated a portion of the Immokalee community as an Enterprise Zone effective January 1, 1997; and WHEREAS, the Immokalee community, as part of a cooperative application with Hendry County and the Seminole Indian Tribe of Florida, was designated a Federal Rural Enterprise Community under the Empowerment Zone /Enterprise Community Initiative by the US Department of Agriculture in January, 1999; and 16MO WHEREAS, on September 14, 1999, the Board of County Commissioners adopted Resolution No. 99 -342, revising the boundaries of the Immokalee Enterprise Zone to include all of present -day Census tracts 112.04, 112.05, 113, and 114; and WHEREAS, the Florida Enterprise Zone Program is scheduled to sunset on December 30, 2005; and WHEREAS, the Legislature and Enterprise Florida are in the process of reviewing the program and accepting input from interested parties and organizations around the State; and WHEREAS, through the Public /Private Partnership for Economic Diversification with the Economic Development Council of Collier County (EDC), the Collier County Board of County Commissioners encourages the creation of new jobs, with particular emphasis within the Enterprise Zone of Immokalee; and WHEREAS, Collier County considers the Florida program to be one of the most effective programs in the country based on its viability and acceptance by the business community; and NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY FLORIDA, that: Collier County strongly supports renewing the Enterprise Zone Program in its present form, and recommends that the State Legislature enact legislation appropriate to continue the existing program. This Resolution adopted after motion, second and majority vote this day of �� r 2004. y 11 ATTES`i`' 1'a -,,, a : DIA,: B2CC, Clerk n �a► n BOARD OF COUNTY COMMISSIONERS OF COLLI R COUNTY, FLORIDA By: onna Fiala, Chairman App ov as t form and legal sufficiency: Patrick hite Assistant County Attorney Item# &8'r0 Agenda /; _'1' Date `� � Date Recd ro ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP I TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) Office List in routing order Initials Date 2. 4 3. 0 5. Sue Filson, Executive Manager Board of County Commissioners ((/ (The primary contact is the holder of the original PRIMARY CONTACT INFORMATION tdocument pending BCC approval. Normally the rim summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson need to contact staff foradditional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item. Name of Primary Staff Contact Phone Number 1. Agenda Date Item was Approved b the BCC _ d Agenda Item Numbe Type of Document Attached ` .� tj I Number of Original Documents Attached INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is appropriate. 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC ChJ.ign in and Clerk to the Board and State Officials.) written strike - through and revisions have been initialed by the County Attorney's d all other arties except the BCC Chairman and the Clerk to the Board irman's signature line date has been entered as the date of BCC approval of the t or the final ne otiated contract date whichever is a licable. re" tabs are placed on the appropriate pages indicating where the Chairman's and initials are re uired I(Q -z Yes N/A (Not Initi al) A licable 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of our deadlines! as L 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 164,11 MEMORANDUM Date: September 30, 2004 To: John Houldsworth Engineering Review From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution 2004 -302; Augusta Falls Enclosed please find one copy of the document referenced above, Agenda Item #16A11, approved by the Board of County Commissioners on Tuesday, September 28, 2004. The original document is being retained in the Minutes & Records Department. If you should have any questions, please contact me at ext. 8406 Thank you. Enclosure 16A11 RESOLUTION NO. 04 -3 0 2 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TO AUTHORIZE FINAL ACCEPTANCE OF THOSE ROADWAY AND DRAINAGE IMPROVEMENTS IN AUGUSTA FALLS, RELEASE OF THE MAINTENANCE SECURITY, AND ACCEPT THE MAINTENANCE RESPONSIBILITY FOR THE ROADWAY AND DRAINAGE IMPROVEMENTS THAT ARE NOT REQUIRED TO BE MAINTAINED BY THE AGUSTA FALLS HOMEOWNER'S ASSOCIATION WHEREAS, the Board of County Commissioners of Collier County, Florida, on October 22, 1996 approved the plat of Augusta Falls for recording; and WHEREAS, the Developer has constructed and maintained the roadway and drainage improvements in accordance with the approved plans and specifications and as required by the Land Development Code (Collier County Ordinance No. 91 -102, as amended); and WHEREAS, the Developer is requesting final acceptance of the roadway and drainage improvements and release of his maintenance security; and WHEREAS, the Compliance Services Section of the Development Services Department has inspected the roadway and drainage improvements, and is recommending acceptance of said facilities. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby granted for those roadway and drainage improvements in Augusta Falls , and authorize the Clerk to release the maintenance security. BE IT FURTHER RESOLVED AND ORDERED that the County accept the future maintenance and other attendant costs for roadway and drainage improvements that are not required to be maintained by the Augusta Falls Homeowner's Association. Th4 Resolution adopted after motion, second and majority vote favoring same, this R day of S'&m,6,en004. DATE: DWJGHTE. BROCK,.CLERK Si kSt .ia d� Approved as to form and legal sufficiency: Jennifer A. Bel edio Assistant Collier County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: ---- L- DO A FIALA, CHAIRMAN Item # i tQ pa Agenda Date Date _ E — " Rec'd C. ORIGINAL DOCUMENTS CHECKLIST & ROUTIN 14 1 42 TO ACCOMPANY ALL ORIGINAL D "' DOCUMENTS SENT T THE BOARD OF CO O COUNTY COMMISSIONERS OFFICE FOR SIGNATU (Print on pink paper. Attach to original document. 0Yriginal documents should be hand delivered to the Board Office. RE completed routing slip and original documents are to be forwarded to the Board Office only after the Board has aken action on the item.) ROUTING SLIP Complete routing lines #I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routine nm—N 2. 3. 4. 5. Sue Filson, ve Manager Office Initials Date Board of County Commissioners PRIMARY CONTACT INFO l/ (The primary contact is the holder of the original document pending BCC RMATION summary. Primary contact information is needed in the event one of the addressees bove including Sue Primary person who create staff for additional d he missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item. Name of Primary Staff Contact � � Phone Number Agenda Date Item was A roved b the BCC fn- �f Agenda Item Number Type of Document Attached ��v.� 1 CiJ Number ofOriginal Documents Attached INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is a ro riate. I • Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly,, State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other arties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is a licable. 4• "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's si nature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of our deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 1�y- 1� 14-14— Yes Ja 0 •1 N/A (Not applicable 16Al2 MEMORANDUM Date: September 30, 2004 To: John Houldsworth Engineering Review From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution 2004 -303; Fountainhead Subdivision Enclosed please find one copy of the document referenced above, Agenda Item #16Al2, approved by the Board of County Commissioners on Tuesday, September 28, 2004. The original document is being retained in the Minutes & Records Department. If you should have any questions, please contact me at ext. 8406 Thank you. Enclosure RESOLUTION NO. 04 -303 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TO AUTHORIZE FINAL ACCEPTANCE OF THOSE ROADWAY AND DRAINAGE IMPROVEMENTS IN FOUNTAINHEAD SUBDIVISION, RELEASE OF THE MAINTENANCE SECURITY, AND ACCEPT THE MAINTENANCE RESPONSIBILITY FOR THE ROADWAY AND DRAINAGE IMPROVEMENTS THAT ARE NOT REQUIRED TO BE MAINTAINED BY THE FOUNTAINHEAD SUBDIVISION HOMEOWNER'S ASSOCIATION 16g12 WHEREAS, the Board of County Commissioners of Collier County, Florida, on November 8, 1994 approved the plat of Fountainhead Subdivision for recording; and WHEREAS, the Developer has constructed and maintained the roadway and drainage improvements in accordance with the approved plans and specifications and as required by the Land Development Code (Collier County Ordinance No. 91 -102, as amended); and WHEREAS, the Developer is requesting final acceptance of the roadway and drainage improvements and release of his maintenance security; and WHEREAS, the Compliance Services Section of the Development Services Department has inspected the roadway and drainage improvements, and is recommending acceptance of said facilities. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby granted for those roadway and drainage improvements in Fountainhead Subdivision, and authorize the Clerk to release the maintenance security. BE IT FURTHER RESOLVED AND ORDERED that the County accept the future maintenance and other attendant costs for roadway and drainage improvements that are not required to be maintained by the Fountainhead Subdivision Homeowner's Association. This �resolution dopted a er motion, second and majority vote favoring same, this �'�iay of Q 1 , 2004. DATE: q -at -aw%� ATTEST: DWIGHT E, P ROCK, CLERK Yd s.� ton y • Appi'd;�pd as -to kcpm and legal sufficierity° �t JennifR A. Belpe 'o Assistant Collier County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By. DO SA FIALA, CHAIRMAN Item # I IP I a' Agenda Date Date —3 "0 T � Rec'd a. ( . ORIGINAL DOCUMENTS CHECKLIST & ROUTING S 0 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 413 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #I through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) Office List in routing order Initials Date 1. t/ L 2. 3. 9 5. Sue Filson, Executive Manager Board of County Commissioners a g- o PRIMARY CONTACT INFORMATION t v (The primary contact is the holder of the original document pending BCC approval. Normally the rim summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson,cneed to person ontact staff for addition ional or missing executive information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item. Name of Primary Staff Contact J NI Phone Number Agenda Date Item was Approved b the BCC 9� �� D Agenda Item Number Type of Document Attached `�� Number of Original et� Documents Attached INSTRUCTIONS S & CHECKLIST Initial the Yes column or mark "N /A' the,Not Applicable c a ro riate. Yes 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, Initi must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and Possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other Parties me pt the BCC Chairman and the Clerk —t. 3. Board J e The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's si ature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of our deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 .d N/A (Not MEMORANDUM Date: September 30, 2004 To: John Houldsworth Engineering Review From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution 2004 -304; Villa Vistana at the Vineyards Enclosed please find one copy of the document referenced above, Agenda Item #16A13, approved by the Board of County Commissioners on Tuesday, September 28, 2004. The original document is being retained in the Minutes & Records Department. If you should have any questions, please contact me at ext. 8406 Thank you. Enclosure RESOLUTION NO. 04- 304 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TO AUTHORIZE FINAL ACCEPTANCE OF THOSE ROADWAY AND DRAINAGE IMPROVEMENTS IN VILLA VISTANA AT THE VINEYARDS, RELEASE OF THE MAINTENANCE SECURITY, AND ACCEPT THE MAINTENANCE RESPONSIBILITY FOR THE ROADWAY AND DRAINAGE IMPROVEMENTS THAT ARE NOT REQUIRED TO BE MAINTAINED BY THE VILLA VISTANA HOMEOWNER'S ASSOCIATION WHEREAS, the Board of County Commissioners of Collier County, Florida, on September 1, 1998 approved the plat of Villa Vistana at the Vineyards for recording; and WHEREAS, the Developer has constructed and maintained the roadway and drainage improvements in accordance with the approved plans and specifications and as required by the Land Development Code (Collier County Ordinance No. 91 -102, as amended); and WHEREAS, the Developer is requesting final acceptance of the roadway and drainage improvements and release of his maintenance security; and WHEREAS, the Compliance Services Section of the Development Services Department has inspected the roadway and drainage improvements, and is recommending acceptance of said facilities. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby granted for those roadway and drainage improvements in Villa Vistana at the Vineyards, and authorize the Clerk to release the maintenance security. BE IT FURTHER RESOLVED AND ORDERED that the County accept the future maintenance and other attendant costs for roadway and drainage improvements that are not required to be maintained by the Villa Vistana Homeowner's Association. Thi4 Resolution, adopted after motion, second and majority vote favoring same, this day of _� gAt 1 1 —, 2004. Af - $• T: A DWi+JHT E. BA,Q.CK, CLERK L. $ 6 1y. Approved as to form and legal sufficiency: c' Jennifer A. B edio Assistant Collier County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: z fl.6 DONNA FIALA, CHAIRMAN Item # t 1,0 tq A Agendas- _:a&�` f' Date `� Date Recd I ✓vim .L 16 A14 CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION IMPROVEMENTS entered into this day of , 200 between Habitat for Humanity of Collier County, Inc.-, hereinafter referred to as "Developer," and the Board of County Commissioners of Collier County, Florida, hereinafter referred to as the 'Board." RECITALS: A. Developer has, simultaneously with the delivery of this Agreement, applied for the approval by the Board of a certain plat of a subdivision to be known as: CHARLEE ESTATES — PHASE TWO B. Division 3.2 of the Collier County Land Development Code requires the Developer to post appropriate guarantees for the construction of the improvements required by said subdivision regulations, said guarantees to be incorporated in a bonded agreement for the construction of the required improvements. NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants hereinafter set forth, Developer and the Board do hereby covenant and agree as follows: Developer will cause to be constructed: Surface Water Management Lakes and Detention Areas, Roadways and A ppurtenances • Potable Water Distribution System (with Fire Hydrants)-, Sanitary Sewer Collection System- Electrical Distribution-, and Communication Network within 12 months from the date of approval said subdivision plat, said improvements hereinafter referred to as the required improvements. 2. Developer herewith tenders its subdivision performance security (attached hereto as Exhibit "A" and by reference made a part hereof) in the amount of $ $792,003.58 which amount represents 10% of the total contract cost to complete construction plus 100% of the estimate cost to complete the required improvements at the date of this Agreement. 3. In the event of default by the Developer or failure of the Developer to complete such improvements within the time required by the Land Development Code, Collier County, may call upon the subdivision performance security to insure satisfactory completion of the required improvements. RAUsers\L.and DevelopmentTharlee Estates \Construction Administration\CMA (07- 22- 04).doc 16 Ala 4. The required improvements shall not be considered complete until a statement of substantial completion by Developer's engineer along with the final project records have been furnished to be reviewed and approved by the Development Services Director for compliance with the Collier County Land Development Code. 5. The Development Services Director shall, within sixty (60) days of receipt of the statement of substantial completion, either: a) notifv the Developer in writing of his preliminary approval of the improvements; or b) notify the Developer in writing of his refusal to approve improvements, therewith specifying those conditions which the Developer must fulfill in order to obtain the Director's approval of the improvements. However, in no event shall the Development Services Director refuse preliminary approval of the improvements if they are in fact constructed and submitted for approval in accordance with the requirements of this Agreement. 6. The Developer shall maintain all required improvements for a minimum period of one year after preliminary approval by the Development Services Director. After the one (1) year maintenance period by the Developer has terminated, the Developer shall petition the Development Services Director to inspect the required improvements. The Development Services Director or his designee shall inspect the improvements and, if found to be still in compliance with the Collier County Land Development Code as reflected by final approval by the Board, the Board shall release the remaining 10% of the subdivision performance security. The Developer's responsibility for maintenance of the required improvements shall continue unless or until the Board accepts maintenance responsibility for and by the County. 7. Six (6) months after the execution of this Agreement and once within every six (6) months thereafter the Developer may request the Development Services Director to reduce the dollar amount of the subdivision performance security on the basis of work complete, Each request for a reduction in the dollar amount of the subdivision performance security shall be accompanied by a statement of substantial completion by the Developer's engineer together with the project records necessary for review by the Development Services Director. The Development Services Director may grant the request for a reduction in the amount of the subdivision performance security for the improvements completed as of the date of the request. 8. In the event the Developer shall fail or neglect to fulfill its obligations under this Agreement, upon certification of such failure, the County Administrator may call upon the subdivision performance security to secure satisfactory completion, repair and maintenance of the required improvements. The Board shall have the right to construct and maintain, or cause to be constructed or maintained, pursuant to public advertisement and receipt and acceptance of bids, the improvements required herein. The Developer, as principal under the subdivision performance R' \1 IsersTand Develooment \Clwlee EstateAConstruction Administration \CMA (07- 22- 041.doc 16 A14 security, shall be liable to pay and to indemnify the Board, upon completion of such construction, the final total cost to the Board thereof, including, but not limited to, engineering, legal and contingent costs, together with any damages, either direct or consequential, which the Board may sustain on account of the failure of the Developer to fulfill all of the provisions of this Agreement. 9. All of the terms, covenants and conditions herein contained are an shall be binding upon the Developer and the respective successors and assigns of the Developer. IN WITNESS WHEREOF, the Board and the Developer have caused this Agreement to be executed by their duly authorized representatives this day of , 20_. SIGNED, SEALED AND DELIVERED IN Habitat f/Hum nity of Collier ounty, Inc. SENCE OF: By: Sam Durso, M.D., President Print Name Kara Koulohera,6 ol Print Name Pau IndeQlia ATTEST: DWIGHT E.Ka,LERK BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA By: ,� • , By. Donna ala, C airperson Approved ale sufficiency: Jennifer A. Bel a io Assistant County ttorney R.\Uwm\Land Developmeru\Charlee Estates \Construction Administration \CMA (07- 22- 04).doc --_~.-- � 6A1 �r� °~� SUNTRUST ^ SUNTRUST BANKS JUNE 30, 2004 LETTER OF CREDIT NUMBER: POO1350 JUNE 29, 2004 BENEFICIARY: THE BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA C/O ENGINEERING REVIEW SECTION 2800 N HORSESHOE DRIVE NAPLES, FL 34104 ATTN: MR. JOHN HOULDSWORTH PLEASE FIND ATTACHE] THE ORIGINAL LETTER OF CREDIT. , TELEPHONE INQUIRIES MAY BE MADE TO S.HATCH AT 404-588 8937 REGARDING OUR LETTER OF CREDI-7 OR ANY AMENDMENTS THERETO. PLEASE ADDRESS ALL CORRESPONDENCE TO: SUNTRUST BANK 25 PARK PLACE, 16TH FLOOR LETTER OF CREDIT DEPT. — 3706 ATLANTA, GA 30303 VERY TRULY YOURS, S.HATCH L/C SPECIALIST CC: APPLICANT: HABITAT FOR HUMANITY CC: SANZFORD MILLER ,oWc v6iO`> �^�'�` �'��-�~'� �� n�r�r + � ~ . C ^ ~ 16A14 � SUNTRUST ` IRREVOCABLE LETTER OF CREDIT P001350 -PAGE LETTER OF CREDIT NUMBER: POO135O ISSUANCE DATE: JUNE 29, 2004 ISSUER: ` SUNTRUST BANK` ` INTERNATIONAL DIVISION ATTN: LETTER OF CREDIT DEPARTMENT 25 PARK PLACE,' 16TH FLOOR, MC 3706- - ATLANTA, GA 30303 - APPLICANT: HABITAT FOR HUMANITY OF COLLIER COUNTY, INC. 11145 TAMIAMI TRAIL EAST NAPLES, FL 34113 1 BENEFICIARY: - THE BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA C/O ENGINEERING REVIEW SECTION 2800 N HORSESHOE DRIVE NAPLES, FL 34104 ' ATTN: MR. JOHN HOULDSWORTH ` - , FOR USD 792,003.58 (SEVEN HUNDRED NINETY TWO THOUSAND THREE AND 58/100 U.S. DOLLARS) ^ CREDIT AVAILABLE WITH: SUNTRUST BANK, INTERNATIONAL DIVISION ATTN: LETTER OF CREDIT DEPARTMENT ^ 25 PARK PLACE, 16TH FLOOR, MC 3706 ATLANTA, GA 30303 DATE OF EXPIRATION: J'NE 29, 2005 PLACE OF EXPIRATION: AT OUR COUNTERS WE HEREBY ESTABLISH OUR IRREVOCABLE LETTER OF CREDIT NO~ P001350 IN YOUR FAVOR FOR ACCOUNT OF THE ABOVE—REFERENCED APPLICANT AVAILABLE BY YOUR DRAFTS DRAWN ON US PAYABLE AT SIGHT FOR ANY SUM OF MONEY NOT TO EXCEED A TOTAL OF THE AMOUNT REFERENCED ABOVE WHEN ACCOMPANIED BY THIS LETTER OF CREDIT AND THE FOLLOWING DOCUMENT: BENEFICIARY'S DATED CERTIFICATE PURPORTEDLY SIGNED BY THE COUNTY MANAGER STATING: "HABITAT FOR HUMANITY OF COLLIER COUNTY INC HAS FAILED TO CONSTRUCT AND/OR MAINTAIN THE IMPROVEMENTS ASSOCIATED WITH THAT CERTAIN PLAT OF A SUBDIVISION KNOW AS CHARLEE ESTATES—PHASE TWO OR A FINAL INSPECTION . .. ` u - - 16A14 > SuNTRusT ^ IRREVOCABLE LETTER OF CREDIT P001350 PAGE 2 SATISFACTORY TO COLLIER COUNTY HAS BEEN PERFORMED PRIGR TO THE DATE OF EXPIRY, AND SATISFACTORY AL7ERNATE PERFORMANCE SECURITY HAS NOT BEEN PROVIDED TO AND FORMALLY ACCEPTED 3Y THE BENEFICIARY". DRAFT(S) DRAWN UNDER THIS LETTER OF CREDIT MUST BE MARKED: "DRAWN UNDER SUNTRUST BANK LETTER OF CREDIT NO. P001350 DATED JUNE 29, 2004." THE ORIGINAL LETTER OF CREDIT AND ALL AMENDMENTS, IF ANY, MUST BE PRESENTED FOR PROPER ENDORSEMENT. THIS LETTER OF CREDIT SETS FORTH IN FULL THE TERMS OF THE ISSUER'S UNDERTAKING AND SUCH UNDERTAKING SHALL NOT IN ANY WAY BE MODIFIED, AMENDED, OR AMPLIFIED BY REFERENCE TO ANY DOCUMENTS, INSTRUMENT, OR AGREEMENT REFERENCED TO HEREIN OR IN WHICH THIS LETTER OF CREDIT RELATES, AND ANY SUCH REFERENCE SHALL NOT BE DEEMED TO INCORPORATE HEREIN 8Y REFERENCE ANY DOCUMENT, INSTRUMENT OR AGREEMENT. THIS LETTER OF CREDIT SHALL BE VALID UNTIL JUNE 29, 2005 AND SHALL THEREAFTER BE AUTOMATICALLY RENEWED FOR SUCCESSIVE ONE-YEAR PERIODS ON THE ANNIVERSARY OF ITS ISSUE UNLESS AT LEAST SIXTY (60) DAYS PRIOR TO ANY SUCH ANNIVERSARY DATE, THE ISSUER NOTIFIES THE BENEFICIARY IN WRITING BY REGISTERED MAIL THAT THE , ISSUER ELECTS NOT TO SO RENEW THIS CREDIT. THIS LETTER OF CREDIT IS SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS (1993 REVISION). INTERNATIONAL. CHAMBER OF COMMERCE PUBLICATION 500. WE HEREBY AGREE WITH YOU THAT ALL DRAFTS DRAWN IN COMPLIANCE WITH THE TERMS OF THIS LETTER OF CREDIT WILL BE DULY HONORED UPON PRESENTATION AND DELIVERY OF THE DOCUMENTS SPECIFIED ABOVE TO SUNTRUST BANK, 25 PARK PLACE, 16TH FLOOR, LETTER OF CREDIT DEPT. - 3706, ATLANTA, GEORGIA 30303 ON OR BEFORE JUNE 29, 2005 OR ANY EXTENDED DATE. I M2B Wm`) SINCERELY, SUNTRUST BANK ZED SIGNATURE JON CONLEY, VP MANAGER, STANDBY LETTERS OF CREDIT � ~ 16AIZ .. � SUNTRUST . AMENDMENT DATE: AUGUST 23, 2004 - LETTER OF CREDIT NUMBER: P001350 APPLICANT: HABITAT FOR HUMANITY OF COLLIER COUNTY, INC. 11550 TAMIAMZ TRAIL EAST NAPLES, FL 34113 BENEFICIARY: THE BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA C/O ENGINEERING REVIEW SECTION 2800 N HORSESHOE DRIVE NAPLES, FL 34104 ATTN: MR. JOHN HOULDSWORTH THIS AMENDMENT IS TO BE CONSIDERED AS PART OF THE ABOVE MENTIONED CREDIT AND MUST BE ATTACHED THERETO. AMENDMENT NO. 001 DRAWINGS ARE ALLOWED TO BE PRESENTED AT: . SUNTRUST BANK 801 LAUREL OAK DRIVE ATTN: LETTERS OF CREDIT DEPT.-GA-ATL-MC3706 NAPLES, FL 34101 ' DRAWING PRESENTATION IS ALLOWED BY COURIER OR CERTIFIED MAIL. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED. SINCERELY, SUNTRUST BANK JON CONLEY, VP MANAGER, STANDBY LETTERS OF CREDIT 109928 (W) LETTER OF CREDIT NUMBER: P001350 AUGUST 23, 2004 BENEFICIARY: COLLIER COUNTY BD OF CTY COMMISSIONERS COLLIER COUNTY COURTHOUSE COMPLEX NAPLES, FL 34112 ATTN: MR. STEPHEN SEAL PROJECT PLAN REVIEW DEAR MR. SEAL: PLEASE FIND ATTACHED THE AMENDMENT TO OUR LETTER OF CREDIT. TELEPHONE INQUIRIES MAY BE MADE TO S.HATCH AT 404 588 8937 REGARDING OUR LETTER OF CREDIT OR ANY AMENDMENTS THERETO. , PLEASE ADDRESS ALL CORRESPONDENCE TO: SUNTRUST BANK 25 PARK PLACE, 16TH FLOOR STANDBY LETTERS OF CREDIT DEPT. — 3706 ATLANTA, GA 30303 CC: APPLICANT CC: SANDFORD MILLER loon wm`> 1-- N O U F V, C L 1- F 0 W � M N N O W C) a' ca W E LU W J � o V = I F- N O U 1 f1 � U t F- i Z 1 Is 00 0 0 0 O o 00 0 OO C o 0 v Q o Q 0 C) Q i o t OCO (D ai 0 m 'It' m N M m C (0 r, r N O N M _: to ER ER 6:i N (NA Fii y? b v 4 C ,6 o N CD N rfl n co �� a r 00 O O N N t M( O O O to Ql.%. 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N C <n U) 3 ` U > ,- m a M c - cn c 0 N o �t (n F- N U N co m n ti 14 c w �a R X W 16 A14 U O h0 ~ Z � t�0 � L Q) O O O a co r U c w �a R X W 16 A14 ORIGINAL DOCUMENTS CHECKLIST & ROUTII bAL TO ACCOMPANY ALL ORIGINAL DOCUMENTS SET �, THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are io be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routing order) Office Initials Date 1. S W�v (Initial) � 2. Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number 3. signed by the Chairman, with the exception of most letters, must be reviewed and signed 4. by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original 5` lc7., 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached,, U PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff ( `� �C Phone Number 1 cvA(� Contact S W�v (Initial) � Agenda Date Item was Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number Approved by the BCC signed by the Chairman, with the exception of most letters, must be reviewed and signed Type of Document by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original 5` lc7., Attached resolutions, etc. signed by the County Attorney's Office and signature pages from Documents Attached,, U lJ INSTRUCTIONS & CHECKLIST d..e,S etc m 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4: "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's 4P signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of our deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 ITEM NO.: 6z4l 5 p *T ti RECEIVED: FILE (CO 00 Fly ROUTED TO: O /1 np i0p4 SEP 30 Pn 3. _7 1- jl� —� o t t (O DO NOT WRITE ABOVE THIS LINE ,,e� REQUEST FOR LEGAL SERVICES ..f Date: September 29, 2004 To: Office of the Coun ty Attorney Att Vill Attention: Scott Teach From: Kelsey Ward, Senior Purchasing &Contracts Agent Purchasing Department, Extension 8949 Administrative Services Division Re: Contract # 04 -3677; "Special Master Services for Collier Counbj" Rhodes, Tucker, and Garretson, Contractor Lynne Hixon - Holley P.A., Contractor BACKGROUND OF REQUEST: This Contract was approved by the BCC on September 28, 2004, Agenda Item 16(A)(15). This item has not been previously submitted. ACTION REQUESTED: Contract review and approval. OTHER COMMENTS: Scott, This is a standard Agreement with no changes. Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me. Purchasing would appreciate notification when the documents exit your office. Thank you. /bkh Cc: Michelle Arnold, Code Enforcement 16A15 DATE RECEIVED MEMORANDUM SEP297004 RISK *AGEMENT TO: Sheree Mediavilla Risk Management Department A U\ FROM: Kelsey Ward, Senior Purchasing & Contracts Agent Ioj Purchasing Department DATE: September 29, 2004 RE: Review of Insurance for Contract #04 -3677; "Special Master Services for Collier County Code Enforcement Department" Rhodes, Tucker, and Garretson; Contractor Lynne Hixon- Holley P.A.; Contractor This Contract was approved by the BCC on September 28, 2004, Agenda Item 16(A)(15). Please review the Insurance Certificate in this Agreement for the above - referenced contract. If everything is acceptable, please forward to the County Attorney for further review and approval. Also will you advise me when it has been forwarded. Thank you. If you have any questions, please contact me at extension 8949. /bkh Cc: Michelle Arnold, Code Enforcement 16415 MEMORANDUM Date: October 4, 2004 To: Kelsey Ward, Senior Purchasing Agent Purchasing Department From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Contracts related to RFP 04 -3677 for "Special Master Services for Collier County Code Enforcement Department" Enclosed please find 2 sets of three (3) originals of the contract for the document referenced above, approved by the Board of County Commissioners on September 28, 2004, Agenda Item #16A(15) . Kindly forward the documents to the appropriate parties for their records. The Finance Department and Minutes & Records Department have their copies. If you should have any questions, please contact me at 774 -8406. Thank you. Enclosures (3) AGREEMENT 16A15 04 -3677 "Special Master Services for Collier County Code Enforcement Department" THIS AGREEMENT, made and entered into on this day o mac. _ 004, by and between Lynne Hixon - Holley P.A., hereinafter called the "Consu Gad" and Collier County, a political subdivision of the State of Florida, Collier County, Naples, hereinafter called the "County ": WITNESSETH: 1. COMMENCEMENT. This Agreement shall commence the work upon execution of this Agreement and upon issuance of a purchase order(s). The contract shall be for a two (2) year period, commencing on date of award by the Board of County Commissioners, and terminating two (2) years from that date. The County, at its discretion, shall have the option to renew this contract after the initial term for one (1) additional two (2) year term. Such renewal shall be under the same terms and conditions. If any change in conditions is negotiated, said renewal will be contingent upon written approval by the Code Enforcement Department. 2. STATEMENT OF WORK. The Consultant shall provide Special Master services in accordance with the Scope of Services of RFP 04 -3677 "Special Master Services for Collier County Code Enforcement Department" and the Consultant's proposal hereto attached and incorporated herein by reference, as well as additional services as required and mutually agreed upon in writing by the Code Enforcement Department and Consultant. 3. COMPENSATION. The County shall pay the Consultant for the performance of this Agreement the aggregate of the units actually furnished at the hourly rate of $175.00 (One Hundred Seventy -five dollars), together with the cost of any other charges /fees submitted in the proposal. Payments shall be made to the Consultant when requested as work progresses but not more frequently than once per month. Payment will be made upon receipt of a proper invoice and in compliance with Section 218.70, Fla. Stats., otherwise known as the "Florida Prompt Payment Act ". Any County agency may purchase services under this contract, provided sufficient funds are included in their budget(s). 4. NOTICES. All notices from the County to the Consultant shall be deemed duly served if mailed or faxed to the Consultant at the following Address: Lynne Hixon - Holley P.A. Attorney -at -law PO Box 625 Naples, FL 34601 FAX: (239) 261 -7563 16A15 All Notices from the Consultant to the County shall be deemed duly served if mailed or faxed to the County to: Collier County Purchasing Department 3301 Tamiami Trail, East Naples, Florida 34112 Fax: (239) 732 -0844 The Consultant and the County may change the above mailing address at any time upon giving the other party written notification. All notices under this Service Agreement must be in writing. 5. NO PARTNERSHIP. Nothing herein contained shall create or be construed as creating a partnership between the County and the Consultant or to constitute the Consultant as an agent of the County. 6. PERMITS: LICENSES: TAXES. In compliance with Section 218.80, Fla. Stats, all permits necessary for the prosecution of the Work shall be obtained by the Consultant. Payment for all such permits issued by the County shall be processed internally by the County. All non - County permits necessary for the prosecution of the Work shall be procured and paid for by the Consultant. The Consultant shall also be solely responsible for payment of any and all taxes levied on the Consultant. In addition, the Consultant shall comply with all rules, regulations and laws of Collier County, the State of Florida, or the U. S. Government now in force or hereafter adopted. The Consultant agrees to comply with all laws governing the responsibility of an employer with respect to persons employed by the Consultant. 7. NO IMPROPER USE. The Consultant will not use, nor suffer or permit any person to use in any manner whatsoever, county facilities for any improper, immoral or offensive purpose, or for any purpose in violation of any federal, state, county or municipal ordinance, rule, order or regulation, or of any governmental rule or regulation now in effect or hereafter enacted or adopted. In the event of such violation by the Consultant or if the County or its authorized representative shall deem any conduct on the part of the Consultant to be objectionable or improper, the County shall have the right to suspend the contract of the Consultant. Should the Consultant fail to correct any such violation, conduct, or practice to the satisfaction of the County within twenty -four (24) hours after receiving notice of such violation, conduct, or practice, such suspension to continue until the violation is cured. The Consultant further agrees not to commence operation during the suspension period until the violation has been corrected to the satisfaction of the County. 8. TERMINATION. Should the Consultant be found to have failed to perform his services in a manner satisfactory to the County as per the requirements of this Agreement, the County may terminate said agreement immediately for cause; further the County may terminate this Agreement for convenience with a thirty (30) day written notice. The County shall be sole judge of non - performance. 2 16A15 9. NO DISCRIMINATION. The Consultant agrees that there shall be no discrimination as to race, sex, color, creed or national origin. 10. INSURANCE. The Consultant shall provide insurance as per the requirements outlined in RFP # 04 -3677 as follows: A. Commercial General Liability: Coverage shall have minimum limits of $500,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent Consultants; Products and Completed Operations and Contractual Liability. B. Workers' Compensation: Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. C. Professional Liability: Coverage shall have minimum limits of $1,000,000. Special Requirements: Collier County shall be listed as the Certificate Holder and included as an Additional Insured on the Comprehensive General Liability Policy. Current, valid insurance policies meeting the requirement herein identified shall be maintained by Consultant during the duration of this Agreement. Renewal certificates shall be sent to the County 30 days prior to any expiration date. There shall be a thirty (30) day notification to the County in the event of cancellation or modification of any stipulated insurance coverage. Consultant shall insure that all sub consultants comply with the same insurance requirements that he is required to meet. The same Consultant shall provide County with certificates of insurance meeting the required insurance provisions. 11. INDEMNIFICATION. The Consultant/ Vendor, in consideration of One Hundred Dollars ($100.00), the receipt and sufficiency of which is accepted through the signing of this document, shall hold harmless and defend Collier County and its agents and employees from all suits and actions, including attorneys' fees and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of this contract or work performed thereunder. This provision shall also pertain to any claims brought against the County by any employee of the named Consultant/ Vendor, any Sub consultant, or anyone directly or indirectly employed by any of them. The Consultant/ Vendor's obligation under this provision shall not be limited in any way by the agreed upon contract price as shown in this Contract or the Consultant/ Vendor's limit of, or lack of, sufficient insurance protection. The first One Hundred Dollars ($100.00) of money received on the contract price is considered as payment of this obligation by the County. 3 16A15 This section does not pertain to any incident arising from the sole negligence of Collier County. 12. CONTRACT ADMINISTRATION. This Agreement shall be administered on behalf of the County by the Code Enforcement Department. 13. COMPONENT PARTS OF THIS CONTRACT. This Contract consists of the attached component parts, all of which are as fully a part of the contract as if herein set out verbatim: Consultant's Proposal, Insurance Certificate (s), RFP 04 -3677 "Special Master Services for Collier County Code Enforcement Department" 14. SUBJECT TO APPROPRIATION. It is further understood and agreed by and between the parties herein that this agreement is subject to appropriation by the Board of County Commissioners. 4 16A15 IN WITNESS WHEREOF, the Consultant and the County, have each, respectively, by an authorized person or agent, hereunder set their hands and seals on the date and year first above written. ATTEST: ; Dwight E.;rock, Cle,k CQUrts B y �- -fio Dated: Chair van' S (SEAL) 04 'Y. First Witness �l E -'R TType /print witness nameT Second Witness S L-q S ig S 7-C F- TType /print witness nameT Approved as to form and le ufficiency: Scott R. Teach Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: J"f-� COMAssioner Donna Fiala, Chairman Lynne Hixon - Holley A. By: ! - Signature pY TS yped signature and title CORPORATE SEAL (corporations only) I i ftw fp� 1r ii��'�' • •. Date _ � Date ' Redd �� Tel &Fax (239) 261 -7563 Date: September 27, 2004 Lynne Nixon- Holley Attorney -at -law P.O. Box 625 Naples, FL 34601 Attention: Kelsey Ward Purchasing Department Collier County Government Center 3301 E. Tamiami Trail Naples, Fl 34112 RE: SPECIAL 1VIAST R CONY xACT BOARD OF COUNTY COMMISSIONERS I enclose herewith executed form contract regarding the above position. I do not enclose the two certificates regarding the professional liability and general insurance. Both of these, the originals, were included in the original application for the position submitted to you in August 2004. Both were and are in effect t the present time. I may decide to cancel the professional liability, but it can he reactiviated at once should you require my Cervices. 16A15 Certified Mediator As to the Worker's Compensation requirement, I do not fall under the Worker's Compensation Act because I do not employ four or more employees and therefore do not submit evidence of same: F. S. 440.02 17 (b)(2) (17)(b) "Employment "includes: by FL Sup. Ct. FL Bar #36201 Trial Practice (2) All private employments in which four or more employees are employed by the same employer or with respect to the construction industry, all private employment in which one or more employees are employed by the same employer. Submittal of this agreement, signed, by myself as an officer of the PA, insures I accept and would perform the services at the rate indicated in my application Lvnw Nixon - Holley PA _ _ =W'MWA sT.W.. Z�� 4 I A 4 ACDRD CERTIFICATE OF LIABILITY INSURANCE E( 10 , L CS - M0 4 PRODUCER Lutgert Smith Lesher Insurance 1395 Panther Lane PO Box 112500 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # Naples FL 34108 Phone: 239 - 262 -7171 Fax:239- 262 -5360 INSURED INSURER A: Auto— Owners Insurance, Inc 18988 INSURER B: GENERAL LIABILITY INSURER C: L ne Hixon Holley , PA P Box 625 Naples FL 34106 INSURER D: PREMIS(Eaoccurance) ES INSURER E: A 1—InGAP_`GC V V Y Gr \AV LJ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER POLIC"FFEM DATE MMIDD/YY DATE MM /DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE s500,000 PREMIS(Eaoccurance) ES $50,000 A X X COMMERCIAL GENERAL LIABILITY CGL4754 08/05/04 08/05/05 MED EXP (Any one person) s5,000 CLAIMS MADE X❑ OCCUR PERSONAL &ADV INJURY $ Excluded X Contractual Liability GENERAL AGGREGATE $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $1,000,000 i POLICY PRO JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ � ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG EXCESS /UMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE $ OCCUR 71 CLAIMS MADE $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND TORY LIMITS I I ER E.L. EACH ACCIDENT $ EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE -POLICY LIMIT 1 $ It yes, describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Re: RFP #04 -3677 "Special Master Services for Collier County Code Enforcement Department" Lawyers offices) (for profit). Certificate holder is additional insured. 30 days notice of cancellation applies except for 10 days notice of cancellation for non - payment. t1on"CI!`ATC Uni n9:0 CANCELLATION __....... COLL -14 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIOP DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Collier County Board of IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR County Commissioners 3301East Tamlami Trail REPRESENTATIVES. Naples FL 34112 AUTHORJj� REP ES�ATIV1) / n n ACORD 25 (2001108) j \ "--I - / \4 , © ACORD CORPORATION 1988 08/05/2004 15:20 9724377157 PAGE 06/07 16A15 GREAAMOUC4N. INSURANCE GROUP Certificate of Insurance Great American Insurance Gompanie" August 5, 2044 This certificate is issued for information only and confers no right$ upon the certificate holder. this certificate does not amend, extend or alter the coverage afforded by the policies listed below. Named Insured: Lynne li R.A. Address: city, State, Zip: 625Holley Napies, FL 34106 Policy Number, LPL5542207 Date Faxed/Malled: August 5, 2044 This is to certify that the policies of insurance listed below have been issued to the insured named above for the policy period indicated. The insurance afforded by the policies described herein is subject to a!1 the terms, exclusions and conditions of such policies. This certificate is issued based on the inform=ation provided to us by the m ®ntfeedthrThe insured d potty continuing duty to advise us of changes or adjustments to the application and supp inception. Limits shown may have been reduced by paid claims. policy Period eriod Poicc # Description of Gc�verel1e Ded�e Linr�bility 8145!2004 to LPL+5542207 LawYe� Professional Liability 5M 15M 1M 11M 0810512005 Cancellation: Should any of the above described policies be canceled before the expiration date thereof, the issuing company Vil endeavor to mail 30 days written notice to the certificate holder named at the bottom, but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives. Certificate Holdsr: Authorized Company Representative ern Collier County Board of County Commissioners Naples, FL www. g reatam e r ii c a n t awye r. t o m Greet t Ameri �n Empirp e Mid-Contlnei,t Grrniu • Pe��dic lndermi[' Grop :merican I1t3lranCe Conpani+ 16A15 AGREEMENT 04 -3677 "Special Master Services for Collier County Code Enforce=2004, ment" THIS AGREEMENT, made and entered into on this 4? day of by and between Rhodes, Tucker, and Garretson, hereinafter called the " onsultant" and Collier County, a political subdivision of the State of Florida, Collier County, Naples, hereinafter called the "County ": WITNESSETH: 1. COMMENCEMENT. This Agreement shall commence the work upon execution of this Agreement and upon issuance of a purchase order(s). The contract shall be for a two (2) year period, commencing on date of award by the Board of County Commissioners, and terminating two (2) years from that date. The County, at its discretion, shall have the option to renew this contract after the initial term for one (1) additional two (2) year term. Such renewal shall be under the same terms and conditions. If any change in conditions is negotiated, said renewal will be contingent upon written approval by the Code Enforcement Department. 2. STATEMENT OF WORK. The Consultant shall provide Special Master services in accordance with the Scope of Services of RFP 04 -3677 "Special Master Services for Collier County Code Enforcement Department" and the Consultant's proposal hereto attached and incorporated herein by reference, as well as additional services as required and mutually agreed upon in writing by the Code Enforcement Department and Consultant. 3. COMPENSATION. The County shall pay the Consultant for the performance of this Agreement the aggregate of the units actually furnished at the hourly rate of $175.00 (One Hundred Seventy -five dollars), together with the cost of any other charges /fees submitted in the proposal. Payments shall be made to the Consultant when requested as work progresses but not more frequently than once per month. Payment will be made upon receipt of a proper invoice and in compliance with Section 218.70, Fla. Stats., otherwise known as the "Florida Prompt Payment Act ". Any County agency may purchase services under this contract, provided sufficient funds are included in their budget(s). 4. NOTICES. All notices from the County to the Consultant shall be deemed duly served if mailed or faxed to the Consultant at the following Address: Rhodes, Tucker, and Garretson Attorneys at Law PO Box 887 Marco Island, FL 34146 Fax: (239) 394 -5807 16A15 All Notices from the Consultant to the County shall be deemed duly served if mailed or faxed to the County to: Collier County Purchasing Department 3301 Tamiami Trail, East Naples, Florida 34112 Fax: (239) 732 -0844 The Consultant and the County may change the above mailing address at any time upon giving the other party written notification. All notices under this Service Agreement must be in writing. 5. NO PARTNERSHIP. Nothing herein contained shall create or be construed as creating a partnership between the County and the Consultant or to constitute the Consultant as an agent of the County. 6. PERMITS: LICENSES: TAXES. In compliance with Section 218.80, Fla. Stats, all permits necessary for the prosecution of the Work shall be obtained by the Consultant. Payment for all such permits issued by the County shall be processed internally by the County. All non - County permits necessary for the prosecution of the Work shall be procured and . paid for by the Consultant. The Consultant shall also be solely responsible for payment of any and all taxes levied on the Consultant. In addition, the Consultant shall comply with all rules, regulations and laws of Collier County, the State of Florida, or the U. S. Government now in force or hereafter adopted. The Consultant agrees to comply with all laws governing the responsibility of an employer with respect to persons employed by the Consultant. 7. NO IMPROPER USE. The Consultant will not use, nor suffer or permit any person to use in any manner whatsoever, county facilities for any improper, immoral or offensive purpose, or for any purpose in violation of any federal, state, county or municipal ordinance, rule, order or regulation, or of any governmental rule or regulation now in effect or hereafter enacted or adopted. In the event of such violation by the Consultant or if the County or its authorized representative shall deem any conduct on the part of the Consultant to be objectionable or improper, the County shall have the right to suspend the contract of the Consultant. Should the Consultant fail to correct any such violation, conduct, or practice to the satisfaction of the County within twenty -four (24) hours after receiving notice of such violation, conduct, or practice, such suspension to continue until the violation is cured. The Consultant further agrees not to commence operation during the suspension period until the violation has been corrected to the satisfaction of the County. 8. TERMINATION. Should the Consultant be found to have failed to perform his services in a manner satisfactory to the County as per the requirements of this Agreement, the County may terminate said agreement immediately for cause; further the County may terminate this Agreement for convenience with a thirty (30) day written notice. The County shall be sole judge of non - performance. 2 16A15 9. NO DISCRIMINATION. The Consultant agrees that there shall be no discrimination as to race, sex, color, creed or national origin. 10. INSURANCE. The Consultant shall provide insurance as per the requirements outlined in RFP # 04 -3677 as follows: A. Commercial General Liability: Coverage shall have minimum limits of $500,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent Consultants; Products and Completed Operations and Contractual Liability. . B. Workers' Compensation: Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. C. Professional Liability: Coverage shall have minimum limits of $1,000,000. Sgecial Requirements: Collier County shall be listed as the Certificate Holder and included as an Additional Insured on the Comprehensive General Liability Policy. Current, valid insurance policies meeting the requirement herein identified shall be maintained by Consultant during the duration of this Agreement. Renewal certificates shall be sent to the County 30 days prior to any expiration date. There shall be a thirty (30) day notification to the County in the event of cancellation or modification of any stipulated insurance coverage. Consultant shall insure that all sub consultants comply with the same insurance requirements that he is required to meet. The same Consultant shall provide County with certificates of insurance meeting the required insurance provisions. 11. INDEMNIFICATION. The Consultant/ Vendor, in consideration of One Hundred Dollars ($100.00), the receipt and sufficiency of which is accepted through the signing of this document, shall hold harmless and defend Collier County and its agents and employees from all suits and actions, including attorneys' fees and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of this contract or work performed thereunder. This provision shall also pertain to any claims brought against the County by any employee of the named Consultant/ Vendor, any Sub consultant, or anyone directly or indirectly employed by any of them. The Consultant/ Vendor's obligation under this provision shall not be limited in any way by the agreed upon contract price as shown in this Contract or the Consultant/ Vendor's limit of, or lack of, sufficient insurance protection. The first One Hundred Dollars ($100.00) of money received on the contract price is considered as payment of this obligation by the County. 3 16A15 This section does not pertain to any incident arising from the sole negligence of Collier County. 12. CONTRACT ADMINISTRATION. This Agreement shall be administered on behalf of the County by the Code Enforcement Department. 13. COMPONENT PARTS OF THIS CONTRACT. This Contract consists of the attached component parts, all of which are as fully a part of the contract as if herein set out verbatim: Consultant's Proposal, Insurance Certificate (s), RFP 04 -3677 "Special Master Services for Collier County Code Enforcement Department" 14. SUBJECT TO APPROPRIATION. It is further understood and agreed by and between the parties herein that this agreement is subject to appropriation by the Board of County Commissioners. 4 16A15 ACORQ CERTIFICATE OF LIABILITY INSURANCE OP ID-, DATEIMMIDDIYYYY) PRODUCER RHODE -1 09 22 04 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFO RMATIO ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Atkinson S Assoc. insurance HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTENQ OR 1537 Brantley Rd, Bldg c ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Fort Myers FL 33907 Phono:239- 437 -5555 Fax:239- 689 -3826 INSURERS AFFORDING COVERAGE INSURED w NA1C # INSURER Miscellaneous Companies- INSURER B: Rhodes, Tucker & Garretson INSURER C: P.O. Box 887 Marco Island FL 34146 INSURER a. : COVERAGES INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDMIG WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS OR SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SUCH LTR NSR TYPE OF INSURANCE POLICY NUMBER pp M1DDlYY MM /DOPY LIMITS GENERAL LIABILITY $ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE CLAIMS MADE'D OCCUR PREMISES .a occurence) $ MED EXP (Any one person) f -- PERSONAL & ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE f PRODUCTS - COMP/OP AGG .. $ POLICY PRO- JECT LOC AUTOMOBILE LIABILRY ANY AUTO COMBINED SINGLE LIMIT (Es accident) $ ALL OWNED AUTOS SCHEDULED AUTOS j BODILY INJURY (Per person) $ HIRED AUTOS BODILY INJURY (Per accident) $ NON -OWNED AUTOS + PROPERTY DAMAGE (Per accrdent) $ GARAGE LIABILITY i $ AUTO ONLY - EA ACCIDENT 1 ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS /UMBRELLA LIABILITY $ 1000000 A 'OCCUR 0 CLAIMS MADE AT0952105 EACH OCCURRENCE AGGREGATE $ 2000000 10/01/03 10/01/04 DEDUCTIBLE $ $ RETENTION $ 15UOO WORKERS COMPEN5ATYON AND EMPLOYERS' LUABILITY TORY LIMITS ER ANY OPRIETOR/PARTNER/EXECUTIVE OFFICE PR JMEMBER EXCLUDED9 _ E.L. EACH ACCIDENT ; r y®s, describe under E.L. DISEASE - EA EMPLO _ $ SPECIAL PROVISIONS balow E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT i SPECIAL PROVISIONS *10 DAYS FOR NON - PAYMENT. PROFESSIONAL LIABILITY CERTIFICATE HOLDER CANCELLATION COLLI01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THEE XPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL *30 DAYS WRITTEN COLLIER COUNTY BOARD OF COUNTY NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL COMMISSIONERS IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 2800 NORTH HORSESHOE DRIVE REPRESENTATIVES. NAPLES FL 33942 AUTHORIZED REPRESENTATIVE O. T. Atkinson ACORD 25 (2001108 Jr. A 94 O ACID CORPORATION i ounrll 16A7 zz ACORD,. CERTIFICATE OF LIABILITY INSURANCE 09/16104 Y) PRODUCER GSI - Marco Island 950 N Collier Boulevard, #101 Marco Island, FL 34145 239 394 -3133 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Rhodes, Tucker & Garretson Attorneys at Law PO BOX 887 Marco Island FI 34146 INSURER A: The Travelers Insurance Company rA INSURER B: GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY INSURER C: 05/15/04 INSURER D: EACH OCCURRENCE INSURER E: DAMAGE TO RENTED P MI rren VVVIZ Mw— THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. N LTR D' NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMIDD/YY POLICY EXPIRATION DATE MMIDD/YY LIMITS rA A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY 1680171 PB537 05/15/04 05115/05 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED P MI rren $300 OOO MED EXP (Any one person) s5,000 CLAIMS MADE F OCCUR PERSONAL & ADV INJURY $110001000 GENERAL AGGREGATE s2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG s2,000,000 POLICY PRO - JECT AUTOMOBILE AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO ALL OWNED AUTOS BODILY INJURY (Per person) $ SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG S • ANY AUTO $ EXCESS /UMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE S AGGREGATE $ $ DEDUCTIBLE $ $ RETENTION $ A WORKERS COMPENSATION AND 1ACRUB0794W27804 05/15/04 05/15/05 X WCY TATT- O R E.L. EACH ACCIDENT $100,000 EMPLOYERS' LIABILITY E.L. DISEASE - EA EMPLOYEE $100,000 ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - POLICY LIMIT 5500,000 If yes, describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS *30 day notice required for additional insured, general liability coverage CONTRACT 04 -3677 "Special Master Services for Collier County Code Enforcement Department" FICATE BOARD OF COLLIER COUNTY COMMISSIONERS 3301 E TAMIAMI TRAIL Naples, FL 34112 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1n* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE n --o-- nTIn41 40QC ACORD 25 (2001108) 1 of 2 #250049 L' 1" `"` IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 -S (2001108) 2 of 2 #250049 16A15 IN WITNESS WHEREOF, the Consultant and the County, have each, respectively, by an authorized person or agent, hereunder set their hands and seals on the date and year first above written. ATTEST: Dwight E:,$ d &^,, erk of Courts Dat4- C4irW•= SEAL} ,; r ' 4urr!' atl'Y. irst Witness G�n.YN�II� (/T`•�/ ��iGF7�S TType /print witness names Second Witness TType /print witness nameT Approved as to form and legal sufficiency: Scott R. Teach Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: Commissioner Donna Fiala, Chairman Rhodes, Tucker, ano Garretson t\� MOR V��— Signature Brenda C. Garretson, Partner Typed signature and title CORPORATE SEAL (corporations only) Item It l&LaS Agenda'?, s-L t Date `'� �i Date RecAlb 5 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 16B1 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routing order) Office Initials Date 1. c\\Z.4\O,—\ Agenda Item Number Applicable) 2. Original document has been signed/initialed for legal sufficiency. (All documents to be 3. cv met p�- �j4,��j Number of Original Documents Attached 4. by the Office of the County Attorney. This includes signature pages from ordinances, �y 5. Sue Filson, Executive Manager Board of County Commissioners PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Contact �C��Ht��0.� Phone Number t _$�� \1 Agenda Date Item was c\\Z.4\O,—\ Agenda Item Number Applicable) Approved by the BCC Original document has been signed/initialed for legal sufficiency. (All documents to be Type of Document Attached I cv met p�- �j4,��j Number of Original Documents Attached INSTRUCTIONS & CHECKLIST L Forms/ Countv Forms/ BCC Forms / Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not ap ropriate. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed ly, by the Office of the County Attorney. This includes signature pages from ordinances, �y resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 1" 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! L Forms/ Countv Forms/ BCC Forms / Original Documents Routing Slip WWS Original 9.03.04 1681 MEMORANDUM Date: November 4, 2004 TO: Brenda Brilhart Purchasing FROM: Heidi R. Rockhold, Deputy Clerk Minutes and Records Re: Contract #04 -3696 "Golden Gate Parkway Interchange Improvements at 50th Street S.W." Contractor: Quality Enterprises, Inc. Enclosed are three (3) original documents, as referenced above (Agenda Item #I 6B 1) approved by the Board of County Commissioners on Tuesday, September 28, 2004. Kindly forward the documents to the appropriate parties for their records. The Finance Department and Minutes & Records Department have their copies. If you should have any questions, you may contact me at extension 732- 2646 ext 7240. Thank you, Enclosures (3) COFIY nw�2 �s 16 B1 ITEM NO.: DATE RECEIVED: 1, U1JINCY FILE NO.: ROUTED TO: DO NOT WRITE ABOVE THIS LINE 4. REQUEST FOR LEGAL SERVICES Date: October 28, 2004 AAAr To: Scott Teach 8`I- `• ,, f D2 Assistant County Attorney From: Brilhart W�renda urchasing Agent C G 774 -8446 Re: Contract #04 -3696, "Golden Gate Parkway Interchange Improvements at 50th Street S.W." Contractor: Quality Enterprises, Inc. BACKGROUND OF REQUEST: 16.F.1. This contract was approved by the BCC on September 28, 2004; Agenda Item This item has not been previously submitted. ACTION REQUESTED: Contract review and approval. OTHER COMMENTS: Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me. Purchasing would appreciate notification when the documents exit your office. Thank you. y:. _rat• �� DATE: Memorandum October 28, 2004 Sheree Mediavilla Senior Analyst V Risk Management Department FROM: �1�',-J/13renda Brilhart, Purchasing Agent 1681 RE: Review of Insurance for: Contract #04 -3696 -- "Golden Gate Parkway Interchange Improvements Contractor: Quality Enterprises, Inc. This Contract was approved by the BCC on September 28, 2004; Agenda Item 16.F.1. Please review the Insurance Certificate and Payment and Performance Bonds in this Agreement for the referenced Contract. If everything is acceptable, please forward to the County Attorney for further review and approval. I would appreciate it if you would advise me when it has been forwarded. If you have any questions, please contact me at ext. 8446. CC: Julio Ordonez, TECM 1681 Golden Gate Parkway Intersection Improvements at 50th Street S.W. COLLIER COUNTY BID NO. 04 -3696 COLLIER COUNTY, FLORIDA (Transportation Projects) Design Professional: Transportation Engineering and Construction Management. Collier County COLLIER COUNTY PURCHASING DEPARTMENT 3301 Tamiami Trail, East Naples, Florida 34112 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1661 TABLE OF CONTENTS A. PUBLIC NOTICE /LEGAL ADVERTISEMENT (PAGE 1 ONLY) B. INSTRUCTIONS TO BIDDERS C. BID PROPOSAL, BID SCHEDULE AND OTHER DOCUMENTS D. AGREEMENT E. AGREEMENT EXHIBITS EXHIBIT A: Performance and Payment Bond Forms EXHIBIT B: Insurance Requirement Form EXHIBIT C: Release and Affidavit Form EXHIBIT D: Contractor Application for Payment Form EXHIBIT E: Change Order Form EXHIBIT E1: Work Directive Change EXHIBIT F: Certificate of Substantial Completion Form EXHIBIT G: Final Payment Checklist EXHIBIT G1: Certificate of Final Completion EXHIBIT G2: Warranty EXHIBIT H: General Terms and Conditions EXHIBIT I: Supplemental Terms and Conditions EXHIBIT J: Technical Specifications EXHIBIT K: Permits EXHIBIT L: Plans and Specifications prepared by Transportation Engineering and Construction Management, Collier County and identified as follows: Golden Gate Parkway Intersection Improvements at 50th Street S.W. as shown on Plan Sheets 1 - 13 04 -3696 Golden Gate Parkway Intersection Improvements at 5& Street S.W. 1661 PART A - PUBLIC NOTICE/ LEGAL ADVERTISEMENT (PAGE ONE ONLY) INVITATION TO BID COLLIER COUNTY, FLORIDA Golden Gate Parkway Intersection Improvements at 50th Street S.W. COUNTY BID NO. 04 -3696 Separate sealed proposals for the construction of Golden Gate Parkway Intersection Improvements at 50th Street S.W., addressed to Mr. Steve Carnell, Purchasing, Director, will be received at the Collier County Government Complex, 3301 Tamiami Trail East, Purchasing Building, Purchasing Department, Naples, Florida 34112, until 2:30 P.M. LOCAL TIME, on the 19th day of August, 2004, at which time all proposals will be publicly opened and read aloud: Any bids received - after the time and date specified will not be accepted and shall be returned unopened to the Bidder. A non - mandatory pre -bid conference shall be held at the Purchasing Office Conference Room at 10:00 A.M LOCAL TIME on the 5th day of August, 2004, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. Sealed envelopes containing bids shall be marked or endorsed "Proposal for Collier Count Government, Collier County, Florida, Golden Gate Parkway Intersection Improvements at 50t Street S.W. County Bid No. 04 -3696 and Bid Date of August 19, 2004 ". No bid shall be considered unless it is made on the Bid Schedule that is included in the Bidding Documents. The Bid Proposal (TR -P -1 through TR -P -13) shall be removed from the Bidding Documents prior to submittal. - One contract will be awarded for all Work. Bidding Documents may be examined in the office of the Purchasing Department, Purchasing Building, Naples, Florida 34112. Copies of the Bidding Documents may be obtained only at the offices of the Purchasing Department, 3301 Tamiami Trail East, Naples, Florida 34112, 239 -774 -8407, upon payment of $25.00 for each set of documents to offset the cost of reproduction. Return of the documents is not required, and the amount paid for the documents is nonrefundable. The following plan room services have obtained copies of the Bidding Documents for the work contemplated herein: McGraw -Hilt Construction Dodge 2830 Winkler Avenue Ft. Myers, FL 33916 TR -PN -1 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1661 Each bid shall be accompanied by a certified or cashiers check or a Bid Bond in an amount not less than five percent (5 %) of the total Bid to be retained as liquidated damages in the event the successful Bidder fails to execute the Agreement and file the required bonds and insurance within ten (10) calendar days after the receipt of the Notice of Award. The successful Bidder shall be required to furnish the necessary Performance and Payment Bonds, as prescribed in the General Conditions of the Contract Documents. All Bid Bonds, Performance and Payment Bonds, Insurance Contracts and Certificates of Insurance shall be either executed by or countersigned by a licensed resident agent of the surety or insurance company having its place of business in the State of Florida. Further, the said surety or insurance company shall be duly licensed and qualified to do business in the State of Florida. Attorneys -in -fact that sign Bid Bonds or Performance and Payment Bonds must file with each bond a certified and effective dated copy -of their Power of Attorney. r In order to perform public work, the successful Bidder shall, as applicable, hold or obtain such contractor's and business licenses, certifications and registrations as required by State statutes and County ordinances. Before a contract will be awarded for the work contemplated herein, the County shall conduct such investigations as it deems necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified in the Bidding Documents. Upon request, the Bidder shall submit such information as deemed necessary by the County to evaluate the Bidder's qualifications. The Successful Bidder shall be required to finally complete all Work within ninety (90) calendar days from and after the Commencement Date specified in the Notice to Proceed. The County reserves the right to reject all Bids or any Bid not conforming to the intent and purpose of the Bidding Documents, and to postpone the award of the contract for a period of time which, however, shall not extend beyond one hundred twenty (120) days from the bid opening date. Dated this 27th day of July, 2004. AM BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Stephen Y. Carnell Purchasing /General Services Director TR -PN -2 °` 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. �M*81 PART B - INSTRUCTIONS TO BIDDERS Section 1. Definitions 1.1 The term "Owner" used herein refers to the Board of County Commissioners, or its duly authorized representative. 1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative and shall mean a Division Administrator or Department Director acting directly or through duly authorized representatives. 1.3 The term "Design Professional" refers to the licensed professional engineer or architect who is in privity with the Owner for the purpose of designing and/or monitoring the construction of the project. Any or all duties of the Design Professional referenced under this Agreement may be assumed at any time by the Project Manager on behalf of the Owner. Conversely, the Project Manager may formally assign any of his/her duties specified in this agreement to the Design Professional. 1.4 The term "Bidder" used herein means one who submits a bid directly to the Owner in response to this solicitation. 1.5 The term "Successful Bidder" means the lowest qualified, responsible and responsive Bidder who is awarded the contract by the Board of County Commissioners, on the basis of the Owner's evaluation. 1.6 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement. 1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents, properly signed, providing the Owner a proposed cost for providing the services required in the Bidding Documents. Section 2. Preparation of Bids 2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages TR- P-1 to TR -P -13 as bound in these Bidding Documents). The Bidder shall complete the Bid in ink or by typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be accompanied by a hard copy of the completed Bid Schedule which shall be signed and dated by the bidder. The Bid may be rejected if it contains any omission, alteration of form, conditional bid or irregularities of any kind. Bids must be submitted in sealed envelopes, marked with the Bid Number, Project Name and Bid opening Date and Time, and shall be addressed to the Collier County Purchasing Department, Purchasing Building, Collier County Government Complex, 3301 Tamiami Trail, East, Naples, Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be enclosed in another sealed envelope addressed as above. Bids received at the location specified herein after the time specified for bid opening will be returned to the bidder unopened and shall not be considered. TR -113-1 04 -3696 Golden Gate Parkway Intersection Improvements at 5e Street S.W. 1681 Section 3. Bid Deposit Requirements 3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a certified check payable to Owner on some bank or trust company located in Naples, Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the bidder's maximum possible award (base bid plus all add alternates) (collectively referred to herein as the "Bid Deposit "). The Bid Deposit shall be retained by Owner as liquidated damages if the successful Bidder fails to execute and deliver to County the Agreement, or fails to deliver the required Performance and Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the laws of the State of Florida to execute such bonds, with conditions that the surety will, upon demand, forthwith make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the Agreement has been executed by the Successful Bidder and same has been delivered to Owner together with the required bonds and insurance, after which all three (3) Bid Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be released within ten (10) working days of the Bid Opening. No Bid including alternates, shall be withdrawn within one hundred and twenty (120) days after the public opening thereof. If a Bid is not accepted within said time period it shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the contract prior to the expiration of the 120 day period without selecting any or all alternates, the Owner shall retain the right to subsequently award said alternates at a later time but no later than 120 days from opening, unless otherwise authorized by the Purchasing Director. 3.2 The Successful Bidder shall execute four (4) copies of the Agreement and deliver same to Owner within the time period noted above. The Owner shall execute all copies and return one fully executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of the executed Agreement from Successful Bidder unless any governmental agency having funding control over the Project requires additional time, in which event the Owner shall have such additional time to execute the Agreement as may be reasonably necessary. Section 4. Right to Reject Proposals 4.1 The Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons. Section 5. Signing of Bids 5.1 Bids submitted by a corporation must be executed in the corporate name by the president. or a vice president, and a corporate seal must be affixed and attested to by the secretary or assistant secretary of the corporation. The corporate address and state of incorporation must be shown below the signature. 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1661 5.2 Bid proposals by a partnership must be executed in the partnership. name and signed by a general partner whose title must appear under the signature and the official address of the partnership must be shown below said signature. 5.3 If Bidder is an individual, its signature shall be inscribed. 5.4 If signature is by an agent or other than an officer of corporation or general partner of partnership, a properly notarized power of attorney must be submitted with the Bid. 5.5 All Bids shall have names typed or printed below all signatures. 5.6 All Bids shall state the Bidder's contractor license number. 5.7 Failure to follow the provisions of this section shall be grounds for rejecting the Bid as irregular or unauthorized. Section 6. Withdrawal of Proposals Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement for the opening of Bids, provided that the withdrawal is requested in writing, properly executed by the Bidder and received by Owner prior to Bid Opening. The withdrawal of a Bid will not prejudice the right of a Bidder to file a new Bid prior to the time specified for Bid opening. Section 7. Late Bids No Bid shall be accepted that fails to be submitted prior to the time specified in the Legal Advertisement. Section 8. Interpretation of Contract Documents 8.1 No interpretation of the meaning of the plans, specifications or other Bidding Documents shall be made to a Bidder orally.. Any such oral or other interpretations or clarifications shall be without legal effect. All requests for interpretations or clarifications shall be in writing, addressed to the Purchasing Department, to be given consideration. All such requests for interpretations or clarification must be received at least ten (10) calendar days prior to the Bid opening date. Any and all such interpretations and supplemental instructions shall be in the form of written addendum which, if issued, shall be sent by mail or fax to all known Bidders at their respective addresses furnished for such purposes no later than three (3) working days prior to the date fixed for the opening of Bids. Such written addenda shall be binding on Bidder and shall become a part of the Bidding Documents. 8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting its Bid, that it has received all addenda issued and it shall acknowledge same in its Bid. 04 -3696 Golden Gate Parkway Intersection Improvements at 501h Street S.W. •i 8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre -Bid Conference is non - mandatory. Section 9. Examination of Site and Contract Documents 9.1 By executing and submitting its Bid, each Bidder certifies that it has: a. Examined all Bidding Documents thoroughly; b. Visited the site to become familiar with local conditions that may in any manner affect performance of the Work; c. Become familiar with all federal, state and local laws, ordinances, rules, and regulations affecting performance of the Work; and d. Correlated all of its observations with the requirements of Bidding documents. - No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that may be encountered in the execution of the Work pursuant to these Bidding Documents as a result of failure to make the necessary examinations and investigations shall be accepted as an excuse for any failure or omission on the part of the Successful Bidder, nor shall they be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. 9.2 The Owner will make copies of surveys and reports performed in conjunction with this Project available to any Bidder requesting them at cost; provided, however, the Owner does not warrant or represent to any Bidder either the completeness or accuracy of any such surveys and reports. Before submitting its Bid, each Bidder shall, at its own expense, make such additional surveys and investigations as may be necessary to determine its Bid price for the performance of the Work within the terms of the Bidding Documents. Section 10. Material Requirements It is the intention of these Bidding Documents to identify standard materials. When space is provided on the Bid Schedule, Bidders shall specify the materials which they propose to use in the Project. The Owner may declare any Bid non - responsive or irregular if such materials are not specifically named by Bidder. Section 11. Bid Quantities Quantities given in the Bid Schedule, while estimated from the best information available, are approximate only. Payment for unit price items shall be based on the actual number of units installed for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as TR -I B -4 04 -3696 Golden Gate Parkway Intersection Improvements at 5e Street S.W. 16B1 set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not conforming to this requirement may be rejected. Special attention to all Bidders is called to this provision, for should conditions make it necessary or prudent to revise the unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid. Subsequent to the issuance of a notice to proceed, the Project Manager shall have the discretion to re- negotiate any unit price(s) where the actual quantity varies by more than 25 %from the estimate at the time of bid. Section 12. Award of Contract Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation shall file his protest with the Purchasing Director in writing prior to the time of the bid opening. Award of contract shall be made to the lowest, responsive and qualified Bidder determined on the basis of the entire Bid and the Owner's investigations of the Bidder. In determining the lowest, responsive and qualified bidder, the Owner shall consider the capability of the Bidder to perform the contract in a timely and responsible manner through its use of subcontractors. The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from bidding by the County, disqualified or de- certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. When the contract is awarded by Owner, such award shall be evidenced by a Notice of Award, signed by the Project Manager of Owner and delivered to the intended awardee or mailed to awardee at the business address shown in the Bid. Award of Contract will be made by the Board of County Commissioners in public session. Award recommendations will be posted outside the offices of the Purchasing Department generally on Wednesdays and Thursdays. Any actual or prospective bidder who desires to formally protest the recommended contract award must file a notice of intent to protest with the Purchasing Director within two (2) calendar days (excluding weekends and holidays) of the date that the recommended award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal protest and will be given instructions as to the form and content requirements of the formal protest. A copy of the "Protest Policy" is available at the offices of the Purchasing Director. For Bidders who may wish to receive copies of Bids after the Bid opening, The County reserves the right to recover all costs associated with the printing and distribution of such copies. Section 13. Sales Tax Collier County, Florida as a political subdivision of the State of Florida , is exempt from the payment of Florida sales tax to its vendors under Chapter 212, Florida Statutes. All successful bidders will be provided a copy of Collier County's Certificate of Exemption ( #21- 07- 019995 -53c) upon contract award. Corporations, Individuals and other entities are impacted by Chapter 212, Florida Statutes according to the type of service, sale of commodity or other contractual arrangement to be made with Collier County. By submittal of a properly executed response to a Bid Proposal from Collier County, Florida the Bidder is acknowledging that it is aware of it's statutory responsibilities for sales tax under Chapter 212, Florida Statutes. 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1681 Collier County is also exempt from most Federal excise taxes. By submittal of a properly executed response to a Bid Proposal from Collier County, Florida, the Bidder is acknowledging that it is aware of it's responsibilities for Federal excise taxes. Section 14. Exclusion of County Permits in Bid Prices 14.1 To ensure compliance with Section 218.80, F.S., otherwise known as The Public Bid Disclosure Act ", Collier County will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable to this work through an internal budget transfer(s). Hence, bidders shall not include these permit/fee amounts in their bid offer. However, the successful bidder shall retain the responsibility to initiate and complete all necessary and appropriate actions to obtain the required permits other than payment for the items identified in this section. =r 14.2 The successful bidder shall be responsible for procuring and paying for all necessary permits not issued by Collier County pursuant to the prosecution of the work. Section 15. Use of Subcontractors 15.1 To ensure the work contemplated by this contract is performed in a professional and timely manner, all subcontractors shall be "qualified" as defined in Collier County Ordinance 87 -25, meaning a person or entity that has the capability in all respects to perform fully the contract requirements and has the integrity and reliability to assure good faith performance. A subcontractor's disqualification from bidding by the Owner, or other public contracting entity within the past twelve- months shall be considered by then Owner when determining whether the subcontractors are "qualified." 15.2 The Owner may consider the past performance and capability of a subcontractor when evaluating the ability, capacity and skill of the Bidder and its ability to perform the contract within the time required. Owner reserves the right to disqualify a Bidder who includes subcontractors in its bid offer which are not "qualified" or who do not meet the legal requirements applicable to and necessitated by this Contract. Section 16. Prohibition of Gifts No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2003 -53, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and /or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and /or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and /or quotes; and, c. immediate termination of any contract held by the individual and /or firm for cause. 04 -3696 Golden Gate Parkway Intersection Improvements at 5e Street S.W. COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT ADMINISTRATIVE SERVICES DIVISION ADDENDUM DATE: August 18, 2004 3301 EAST TAMIAMI TRAIL PURCHASING BUILDING NAPLES, FLORIDA 34112 (239) 774 -8446 FAX (239) 732 -0844 1681 TO: Interested Bidde FROM: Brenda Brilha Purchasing Age SUBJECT: Addendum # 2 — Bid #04 -3696 "Golden Gate Parkway Interchange Improvements at 50th Street SW" Addendum #2 covers the following change for the above - referenced BID: Change: Drawing pages 6- 7 -8 -13 Replace: The Contract Bid Schedule (page TR -P -2c) from the original packet with the attached revised Bid Schedule Page. Bidders must use the Addendum Bid Schedule Page in order to be considered for award. If you require additional information please call Julio Ordonez at TECM , Department at 239/659 -5762 or me at 239/774 -8446 or by e-mail at BrendaBrilhart @ colliergov.net cc: Julio Ordonez, Trans ECM H cn w co w CO m CL °o z ja CD o LO Z LLJ 'Q Q to W Z LLJ d LU U Q0o Q CL OM 0 m O Zzw LU 0�0 OVU w H Z a H cn 0 H z LU 111 O Q a w v FR IL z p a C) m co Q T CSI 00 CT co CN C� z 7 W w W O CL y w p w Y Q I= Q w C g w 3. - (p w w 0� w N w o - CD w 0 w w w LLI w > U w (D < LU 2 H w Q [A p Of co Q z U W O (~n U O CO c~n U ¢2 ' D O � U) U O (f) c~n U CD O Cl) Cf) U Q T T r z r N r 00 Cp T N Cfl T W H C'7 M NT M U� M to M Cp Ch CO M Q T r T T r T T 119"No I VA cn 0 H LU 111 i Q 16B1 , COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING SERVICES BUILDING NAPLES, FLORIDA 34112 (239) 774 -8446 FAX (239) 732 -0844 http: / /colliergov.net ADDENDUM DATE: August 17, 2004 TO: Interested Bidders FROM: Brenda Brilha �l I SUBJECT: Addendum # 1 — Bid # 04 -3696 -- "Golden Gate Parkway Interchange Improvements at 50th Street SW" Addendum #1 covers the following change for the above - referenced Bid: Change: Bid Opening date: August 26, 2004 Ca. 2:30 p.m. Addendum #2 which includes revised drawings and new bid schedule will be issued tomorrow. If you require additional information please call Julio Ordonez at 239/659 -5762 or me at 239/774 -8446 or by e-mail at BrendaBrilhart@colliergov.net. cc: Julio Ordonez, Trans ECM 1681 BID PROPOSAL BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA - Golden Gate Parkway Intersection Improvements at 50th Street S.W. BID NO. 04-3696 Full Name of Bidder Duality Enterprises USA, Tnc Main Business Address 5121 Castello Drive Suite 2,_Naples, FT, '14103 Place of Business Same Telephone No. 239 - 435 -720o Fax No. 239 - 435 -7202 State Contractor's License # CBCA57231 CUC057398 To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA (hereinafter called the Owner) The undersigned, as Bidder declares that the only person or parties interested in this Proposal as principals are those named herein, that this Proposal is made without collusion with any other person, firm or corporation; that it has carefully examined the location of the proposed work, the proposed forms of Agreement and Bonds, and the Contract Drawings and Specifications, including Addenda issued thereto and acknowledges receipt below: Contractor's Addendum Number Date Issued Initials 2 8/17/04 8/18/04 Bidder proposes, and agrees if this Proposal is accepted, Bidder will contract with the Owner in the form of the copy of the Agreement included in these Contract Documents, to provide all necessary machinery, tools, apparatus and other means of construction, including utility and transportation services necessary to do all the Work, and furnish all the materials and equipment specified or referred to in the Contract Documents in the manner and time herein prescribed and according to the requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of the Contract, and to do all other things required of the Contractor by the Contract Documents, and that it will take full payment the sums set forth in the following Bid Schedule: NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your proposal pages. 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W O z 0ao 2cc Q O J J�0 0/� W V U) W Z O O O O O O O 00 7 N 01) C0 O O O O O a O N O O O O n CT � It n 00 M 00 r- O O ul N Lr1 N O ir) L1'1 M 1 M v� rfi- Frr -6 - 4sr � r csr O O O O O M M -4 O O N O O a -:T C) o o -+ N N CD .o u; V') _H O '--i O t N N Z in- I�- F- z O � M O '_ MOM M (V 00 n m 0 M ^ r- r- r O 0) O v Z Q w ¢ W ¢ w LL J LL J LL J LL J LL J LL J ¢ w cn J W 0 00 ❑ U U) 0 z o 0 H V W w � z w w CL U J W U) Q g w cn W Q cn V w Z w W Q Q _7 g w w 0 ¢ ZO H W w CvD w ❑ O a (n U E—L LL m H N - w ❑ O CL U) U CL LL � I— 'S It - w ❑ O CL Cl) U IL LL CC p } — co w ❑ O a- (n U IL LL (r- ^ 2 00 - w ❑ O a U) U LL LL w z J J Z w Z 0 U > x m J ❑ W W J O U J a- z U O W Z p C3 w z D Q O } F- J_ �-- CC CL ❑ F- F- F- F- F- N CL cr- M O T r r Z T N It *� 00 to T ce) u= co M Co to M to M CO M CD M N T r, T T T r T T T LO Ln (,O O O M N n Cif M f- N O W 7 cc CL J Q O � 1 U N 1681 MATERIAL MANUFACTURERS The Bidder is required to state below, material manufacturers it proposes to utilize on this project. No change will be allowed after submittal of Bid. If substitute material proposed and listed below is not approved by Engineer, Bidder shall furnish the manufacturer named in the specification. Acceptance of this Bid does not constitute acceptance of material proposed on this list. THIS LIST MUST BE COMPLETED OR BID WILL BE DEEMED NON - RESPONSIVE. MATERIAL MANUFACTURER Concrete Pipe Hanson Pipe 2. 3. 4. 5. 6. Dated August Get 26, 2004 Quality Enterprises USA, Inc. r, _?_ Bidder BY: aul loriart Vice President TR -P -3 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. ■ LIST OF SUBCONTRACTORS The undersigned states that the following is a full and complete list of the proposed subcontractors on this Project and the class of work to be performed by each, and that such list will not be added to nor altered without written consent of the Project Manager. The undersigned further acknowledges its responsibility for ensuring that the subcontractors listed herein are "qualified" (as defined in Ordinance 87 -25 and Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and necessitated by this Agreement, including, but not limited to proper licenses, certifications, registrations and insurance coverage. The County reserves the right to disqualify any bidder who includes non - compliant or non - qualified subcontractors in his /her bid offer. Further, the County may direct the bidder /contractor to remove /replace any subcontractor that is found to be non - compliant with this requirement subsequent to award of the contract at no additional cost to the County. THIS LIST MUST BE COMPLETED OR BID WILL BE DEEMED NON - RESPONSIVE. (Attach additional sheets as needed). Subcontractor and Address Class of Work to be Performed 1. Bud's Sod LaBelle, Florida 2. Centerline Road Striping Fort Myers, Florida 3. _ 4. 5. 6. Dated August 26, 2004 Sod Pavement Markings and Signs Quality Enterprises USA, Inc. adder BY: PI4ul Mtriarty� Vice President TR -P -4 I 043696 Golden Gate Parkway Intersection Improvements at 50'h Street S.W. STATEMENT OF EXPERIENCE OF BIDDER The Bidder is required to state below what work of similar magnitude is a judge of its experience, skill and business standing and of its ability to conduct the work as completely and as rapidly as required under the terms of the contract. Project and Location Reference 1. East Quadrant Aircraft Storage Buildings Craig Davis Naples Airport Authority Naples Airport, Florida 239- 643 -0733 2. Rental Car Wash Facility Craig Davis Naples Airport Authority Naples Airport, Florida 239 -643 -0733 $. District III Sidewalk & Drainage Improvements - Marco Island, Florida 4, Tallwood Storm Drainage Project Marco Island, Florida 5. 6. 7. Dated August 26, 2004 Angelo Ubertaccio City of Marco Island 239 - 389 -5000 Angelo Ubertaccio City of Marco Island 239 - 389 -5000 Quality Enterprises USA, Inc. Bidder BY: , Ok _'� /--) P ul Mor[al- ty,[x ce President 04 -3696 Golden Gate Parkway Intersection Improvements at 5dh Street S.W. 16B1'' TRENCH SAFETY ACT Bidder acknowledges that included in the various items of the proposal and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90 -96, Laws of Florida) effective October 9, 9990. The Bidder further identifies the cost to be summarized below: Trench Safety Units of Unit Unit Extended Measure Measure (Quantity) Cos Cost (Description) LF S 9. Slope LF 1,350 $ 2.00 $ 2,700.00 2. 3. 4. - 5. TOTAL $ 2,700.00 Failure to complete the above may result in the Bid being declared non - responsive. �- DATE . August 26, 2004 Quality Enterprises USA, Inc. B f IOdUr BY: P ul Mor arty, i`e President 043696 Golden Gate Parkway Intersection Improvements at 501h Street S.W. ims CONFLICT OF INTEREST 1. Bidder shall provide full disclosure of information on any work performed for private interests within the past two (2) years, especially work that is not yet completed. 2. Bidder shall provide a declaration of commitment not to pursue any private sector work within the limits of the County project or directly affected by the County project until the County project is completed and accepted by the County. Contractor may request a waiver of this provision from the Project Manager. A waiver may be granted at the sole discretion of the County. 3. Bidder shall provide a certification by a principal of the firm that the firm will comply fully with items 1 and 2 above, and to certify that no conflict of interest does exist or will arise if firm is awarded a County project. If more space is required, please attach additional pages. Failure to provide the documentation requested above may result in the Bid being declared non - responsive. Quality Enterprises USA, Inc. Contractor By: aul M riarty, Date: August 26, 2004 Its Vice President TR -P -7 043696 Golden Gate Parkway Intersection Improvements at 50'h Street S.W. 1661 Upon receipt of written notice of the conditional acceptance of this Bid, Bidder will execute the formal Contract attached within ten (10) calendar days and deliver the Surety Bond or Bonds and Insurance as required by the Contract Documents. The bid security attached in the sum of: 5% dollars ($ ) is to become the property of the Owner in the event the Contract, Insurance and Bonds are not executed within the time above set forth for the delay and additional expense to the Owner. If awarded a contract under this Proposal, the undersigned proposes to commence work at the site v within 5 calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later) commencement date. The undersigned further agrees to substantially complete all work covered by �- this Proposal within sixty (60) consecutive calendar days, computed by excluding the commencement date and including the last day of such period, and to be fully completed to the point of final acceptance by the Owner within ninety (90) consecutive calendar days, computed by excluding the commencement date and including the last day of such period. Respectfully Submitted: State of Florida County of Collier Paul Moriarty , being first duly sworn on oath deposes and says that the Bidder on the above Proposal is organized as indicated and that all statements herein made are made on behalf of such Bidder and .that this deponent is authorized to make them. Paul Moriarty , also deposes and says that it has examined and carefully prepared its Bid Proposal from the Contract Drawings and Specifications and has checked the same in detail before submitting this Bid; that the statements contained herein are true and correct. (a) Corporation The Bidder is a corporation organized and existing under the laws of the State of v; rgi ni in which operates under the legal name of Quality Enterprises USA, Inc. and the full names of its officers are as follows: President Howard T. Murrell Secretary Treasurer Manager Stacey L. ,Murrell 04 -3696 Golden Gate Parkway Intersection Improvements at 501h Street S.W. 1661 and it (does) or (does not) have a corporate seal. T is �� +1,�+�� = : -0i�- ,•r►Q #r•�- ice# ;rr„�;rn,,n•e�rl!g -�•nd r�ntrar_ts f aC IOn rd of (s ence if not-appRcabte) (b) Co- Partnership The Bidder is a co-partnership consisting of individual partners whose full names are as follows: The co- partnership does business under the legal name of: (c) Individual The Bidder is an individual whose full name is operating under a trade name, said trade name is DATED August 26, 2004 Witness Quality Enterprises USA, Inc. legal entity BY: Qpel4ty Enterprises USA, Inc. N e o Bidder (Typed) Si natur Pau Moriarty Attested:�� Vice President Stacey L. Murrell Title Secretary 5121 Castello Drive, Suite 2 Naples, FL 34103 Corporate Seal]. Incorporated in the State o TR -P -9 Virginia and if 04 -3696 Golden Gate Parkway Intersection Improvements at 50`h Street S.W. 1681 - STATE OF Florida COUNTY OF Collier The foregoing instrument was acknowledged before me this 26th day of August , 2004, by Paul Moriarty , as Vice President of Quality Enterprises USA, Inc. a Virginia corporation, on behalf of the corporation. He /she is personally known to me or has produced o as identification and did (did not) take an oath. My Commission Expires: 2/11/06 y •'P LVXIE L COHEN MY COMMISSION # DD 090876 EXPIRES: February 11 2006 Bonded Thru Notary Public underwriters (AFFIX OFFICIAL SEAL) (Signature of Notary) NAME: Marcie L. Cohen (Legibly Printed) Notary Public, State of Florian Commission No.: DD 090876 TR -P -10 04 -3696 Golden Gate Parkway Intersection Improvements at 501' Street S.W. 1681 KNOW ALL MEN BY THESE PRESENTS, that we Quality Enterprises USA, Inc. 5121 Castello Drive, #2; Naples, FL _ 34103 (herein after called the Principal) and Travelers Casual_,y and Surety Cauny of - America (herein called the Surety), a corporation .chartered- and existing under the taws of the State of Connecticut with its. principal ' offices In efts city of Hartford and authorized to do business in the State of Florida.. are held and firmly bound urn the Board of County Comm ssi oners Collier unty, Florida- hereinafter called the Owner, in the full and just su.rn 'of Five (W Percent Amount of.'The Bid dollars good and. Itwful money. of. the - United States of America, to be. paid upon demand of the Owner, to which payment well and: truly-to be made, the Principal-and the Surety bind themseltres, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these. presents. Whereas, the Principal is about to submit, or hag: submitted to the Owner, e' prapossl for furnishing all labor, materials, equipment and incidentals neoessaty to furnish and'install: {holden Gate Park way Intarsection1mprov0mentls at 50u, Sti�et S:W. -- NOW, THEREFORE: The conditions of this ' obiloation are such - that -If the Proposal be accepted, the Principal shall; within fif pen- days :after the date t3f a writtien Notice of Awerd; execute a Contract In accordance with the Proposal. and upon thei Aerms,. conditions arm. - prices) set., forth -- ttierein; of the form and manner'reguired,by the Owner, and execute as.su lcient.attid satisfactory Contract Performance Bond. arid. Payment Bond poyable -to tile. Owner, In an. amount of one hundred percent (100%) of the total Contract price each. in form - and with security satisfactory to the - said Owner, then this obligation to be void; otherwise.. to be arid: remain in full force and virtue in the law; and the Surety shall, upon . failure . of the Principal.. to: corarjply with any. or all of the foregoing ra 61MMents within the time specified . - ab+bve, Imrnedletely . pqy to the aforestitd Owner, upon demand, the amount hereof in good and lawful money of the United States of America, not as a penalty but as liquidated damages. Its TESTIMONY Thereof, the Principal and Surety have caused these presents to be duty signed and sealed this 19th day of August '2004. Ft-YA Enterpri Inc. TR -P -11 043896 Golden Gate Parkway lnteraeclion Improvements at se Strom &W.. 1681 Travelers Casualty and Surety Company of America Surety/ - n C. Stanching, Attorney- in-Fact (Seel) unt+srt'igned J. Powell Broom Local Resident Producing Agent for Travelers Casualty and Surety Company of America TR -P -1 2 043698 CAAftn Gate Parkway IntermCdOn tmprowements 8t 5e Strest S.W. 1661 Travelers IMPORTANT DISCLOSURE NOTICE OF TERRORISM ^_. INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act "). The Act establishes a short -term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused by certain acts of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism - related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY 16B1 FARA INGTON CASUALTY COMPANY - - Hartford, Connecticut 06183 -9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEYS) -IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF ® AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies ") hath made, constituted and appointed, and do by these presents make, constitute and appoint: John C. Stanchina, Hunter F. Avery, Kathleen M. Taton, Barbara E. Moore, Claudia M— Clarkson, Kelly Lackey, Patricia L. Lewis, of Richmond, Virginia/Raleigh, North Carolina, their true and lawful Attomey(s) -in -Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and -- other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President,_ any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may-prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in _ the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional ® undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attomev or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11 -00 Standard) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto amsed this 7th day of May 2001. STATE OF CONNECTICUT ) SS. Hartford COUNTY OF HARTFORD fiat °ode E a L tORD � i 0 f J��TY AHC 5 s� he m c HARTFORD, �c CONN. n 61 *al Gxsu ot��R4, �f- i j- 1;82 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARAaNGTON CASUALTY COMPANY By George W.Thompson Senior Vice President On this 7th day of May, 2001 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he /she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described.in and which executed the above instrument; that he /she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he /she executed the said instn menT on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. so :_ NQTARY 4 } PUBLIC �C `CAE 0 CERTIFICATE My commission expires December 31, 2002 Notary Public Carol A. Thompson I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked, and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 19th day of August 120 04 vop-NN14 SJ *�,TY ANCs e 21; H1RfFO 5- ¢ HARTFORD, < CQNN, f i CONN. n a 1891 `t pXs U•j< v 1982' o BY zC,� Kori M. Johanson Assistant Secretary, Bond 1681 THIS SHEET MUST BE SIGNED BY VENDOR BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA _ Purchasing Department BIDDERS CHECK LIST IMPORTANT: Please read carefully, sign In the spaces indicated and return with your bid proposal. Bidder should check off each of the following items as the necessary action is completed: 1. The Bid has been signed. 2. The bid prices offered have been reviewed. 3. The price extensions and totals have been checked. 4. The payment terms have been indicated. 5. Any required drawings, descriptive literature, etc. have been included. 6. Any delivery information required is included. 7. If required, the amount of bid bond has been checked, and the bid bond or cashiers check has been included. 8. Any addenda have been signed and included. 9. The mailing envelope has been addressed to: Purchasing Director Collier County Government Center Purchasing Building 3301 Tamiami Trail, East Naples, Florida 34112 11. The mailing envelope must be sealed and marked.with: <*Bid Number; <*Project Name; aOpening Date. 12. The bid will be mailed or delivered in time to be received no later than the specified opening date and time. (Otherwise bid cannot be considered.) ALL COURIER - DELIVERED BIDS MUST HAVE THE BID NUMBER AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET Quality Enterprises USA, Inc. "T ny Name Si natur & Tltl aul Moriarty, Vice President a August 26, 2004 Date TR -P -13 04 -3696 Golden Gate Parkway Intersection Improvements at 501h Street S.W. CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ( "Owner ") hereby contracts with Quality Enterprises USA, Inc ( "Contractor") of 5121 Castello Drive, Suite 2, Naples, Florida 34103 a Virginia corporation, to perform all work ( "Work ") in connection with Bid No. 04 -3696 "Golden Gate Parkway Intersection Improvements at 50th Street S.W." ( "Project "), as said Work is set forth in the Plans and Specifications prepared by Transportation Engineering and Construction Management, Collier County the Engineer and/or Architect of Record ( "Design Professional ") and other Contract Documents hereafter specified. Owner and Contractor, for the consideration herein set forth, agree as follows: Section 1. Contract Documents. A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Instructions to Bidders, the Bid Schedule and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto. All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement "). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B. Owner shall furnish to the Contractor up to five (5) sets of the Contract Documents as are - reasonably necessary for execution of the Work. Additional copies of the Contract Documents shall be furnished, upon request, at the cost of reproduction. Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently, timely, and fully perform and complete in a good and workmanlike manner the Work required by the Contract Documents. Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount "), in accordance with the terms of this Agreement: $397,213.00 [three hundred ninety seven thousand, two hundred and thirteen dollars and zero cents]. TR -CA -1 04 -3696 Golden Gate Parkway Intersection Improvements at 50'' Street S.W. 1681 Section 4. Bonds. A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of which to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. Should the contract amount be less than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety. B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute another bond and surety, both of which shall be subject to the Owner's approval. Section 5. Contract Time and Liquidated Damages. A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement. The "Commencement Date" shall be established in the Notice to Proceed to be issued by the Project Manager. Contractor shall commence the Work within five (5) calendar days from the Commencement Date. No Work, _. shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. The Work shall be substantially completed within sixty (60) calendar days from the Commencement Date. The date of substantial completion of the Work (or designated portions thereof) is the date certified by the owner that construction is sufficiently complete, in accordance with the Contract Documents, so Owner can occupy or utilize the Work (or designated portions thereof) for the use for which it is intended. Substantial completion is further defined as that date the roadway is open for traffic and all pay items have been completed and accepted by the Owner except for thermoplastic striping, punch list items, street lighting and traffic signalization burn -ins. The work shall reach final completion and be ready for final acceptance by Owner within ninety (90) calendar days from the Commencement Date (herein "Contract Time "). B. Liquidated Damages in General. Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will suffer financial loss if the Work is not substantially completed within the time specified above, as said time may be adjusted as provided for herein. Should Contractor fail to substantially complete the Work within the time period noted above, Owner shall be entitled to assess, as liquidated damages, but not as a penalty, six hundred thirty -four dollars ($634.00) for each calendar day thereafter until substantial completion is achieved. Further, in the event Substantial Completion is reached, but the Contractor fails to reach Final Completion, Owner shall also be entitled to assess, as liquidated damages, but not as a penalty, a sum certain per day, in the amount of three hundred seventeen dollars ($317.00), for each day after the time set for Final Completion, as set forth in paragraph four (4) above, until Final Completion is achieved. The Project shall be deemed to be substantially TR -CA -2 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1681 completed on the date the Project Manager (or at his /her direction, the Design Professional) issues a Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted liquidated damages as a penalty, which the parties agree represents a fair and reasonable estimate of the Owner's actual damages at the time of contracting if Contractor fails to substantially complete or finally complete the Work in a timely manner. C. Computation of Time Periods. When any period of time is referenced by days herein, it shall be computed to exclude the first day and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation, and the last day shall become the next succeeding day which is not a - Saturday, Sunday or legal holiday. D. Determination of Number of Days of Default. For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working days, the County Will count default days in calendar days. E. Conditions under which Liquidated Damages are Imposed. If the Contractor or, in case of his default, the surety, fails to complete the work within the time stipulated in the Contract for Substantial Completion, or within such extra time that the County may have granted the Contractor, or in case of his default, the surety, shall pay to the County, not as a penalty, but as liquidated damages, the amount of six hundred thirty -four dollars ($834.00) per day for each day the Contractor fails to reach Substantial Completion as required under the terms of the contract. Final Completion shall occur when the contract is completed in its entirety, is accepted by the County as complete and is so stated by the County as complete. If the Contractor reaches Substantial Completion but fails to reach Final Completion, the Contractor, or in the case of his default, the surety, shall pay the sum of three hundred seventeen dollars ($317.00) per day for each day the Contractor fails to reach Final Completion. F. Right of Collection. The County has the right to apply, as payment on such liquidated damages due under the Contract -- by allowing the Contractor to continue and to finish the work, or any part of it, after the expiration of the Contract Time including granted time extensions. G. Allowing Contractor to Finish Work. The County does not waive its right to liquidated damages due under the Contract by allowing the Contractor to continue and to finish the work, or any part of it, after the expiration of the Contract r Time including granted time extensions. H. Completion of Work by County. In the case of a default of the Contract by the Contractor and the completion of the work by the County, the Contractor and his surety are liable for the liquidated damages under the Contract, but the County will not charge liquidated damages for any delay in the Final Completion of the County's performance of the work due to any unreasonable action or delay on the part of the County. TR -CA -3 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1661 -- I. Release of Contractor's Responsibility. The County considers the Contract complete when the Contractor has completed in its entirety all of the work and the County has accepted all of the work and notified the Contractor in writing that the work is complete. The County will then release the Contractor from further obligation except as set forth in his bond and except as provided in the Contract. J. Recovery of Damages Suffered by Third Parties. When the Contractor fails to complete the work within the Contract Time or within such additional time that the County may grant, the County may recover from the Contractor amounts that the County pays for damages suffered by third parties unless the failure to timely complete the work was caused by the County's act or omission. Section 6. Exhibits Incorporated. The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement. Exhibit A: Performance and Payment Bond Forms Exhibit B: Insurance Requirements Exhibit C: Release and Affidavit Form _ Exhibit D: Contractor Application for Payment Form Exhibit E: Change Order Form Exhibit E1: Work Directive Change Exhibit F: Certificate of Substantial Completion Form Exhibit G: Final Payment Checklist Exhibit G1: Certificate of Final Completion Exhibit G2: Warranty Exhibit H: General Terms and Conditions Exhibit I: Supplemental Terms and Conditions Exhibit J: Technical Specifications Exhibit K: Permits Exhibit L: Plans and Specifications prepared by Transportation Engineering and Construction Management, Collier County and identified as follows: Golden Gate Parkway Intersection Improvements at 50th Street S.W. as shown on Plan Sheets 1 to 13. Section 7. Notices A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be deemed duly served if delivered by U.S. Mail, E -mail or Facsimile, addressed to the following: Julio Ordonez Transportation Engineering and Construction Management 2685 Horseshoe Drive South, Suite 212 Naples, Florida 34104 Telephone: 239 - 659 -5762 Fax: 239 -774 -9370 iu lioordonez(cD-colliergov. net TR -CA -4 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 16B1 B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be deemed duly served if delivered by U.S. Mail, E -mail or Facsimile, addressed to the following: Quality Enterprises USA, Inc Paul Moriarty, Vice President " 3894 Mannix Drive, Suite 216 Naples, Florida 34114 -5406 Telephone: (239) 435 -7200 Fax: (239) 435 -7202 C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. Section 8. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it. Section 9. Successors and Assigns. Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties to the Agreement. Section 10. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. Section 11. No Waiver. The failure of the Owner to enforce at any time or for any period of time any one or more of the provisions of the Agreement shall not be construed to be and shall not be a waiver of any such provision or provisions or of its right thereafter to enforce each and every such provision. Section 12. Entire Agreement. Each of the parties hereto agrees and represents that the Agreement comprises the full and entire agreement between the parties affecting the Work contemplated, and no other agreement or understanding of any nature concerning the same has been entered into or will be recognized, and that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be deemed merged in, integrated and superseded by the Agreement. Section 13. Severability. Should any provision of the Agreement be determined by a court to be unenforceable, such a determination shall not affect the validity or enforceability of any other section or part thereof. TR -CA -5 -- 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1661 Section 14. Change Order Authorization. ~- The Project Manager shall have the authority on behalf of the Owner to execute all change orders to the Agreement to the extent provided for under the County's Purchasing Policy and accompanying administrative procedures. Section 15. Construction. Any doubtful or ambiguous language contained in this Agreement shall not be construed against the party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in a contractual term which appears on its face to have been inserted for the benefit of one of the parties shall be construed against the benefited party) shall not be applied to the construction of this Agreement. Section 16. Order of Precedence In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Construction Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict obligation under the Contract Documents upon the Contractor. TR -CA -6 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1681 IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. CONTRACTOR: TWO WITNESSES: Quality Enterprises USA, Inc. WITNESS Louis J. Gaudio Type /Print Name SECOND WITNESS Marcie Cohen Type /Print Name E) ate (= &Z % \a A A(TE�T: Dwight E5 &rock, Cle:rk'•.`` BY: " e :Iktt7tst a . t_ S io ve Aijb F?,fq- and Legal ici cy: �)/ S Teach Assistant County Attorney Item # Agendas 2g .2n( Date 1�� _- Date (N —A4 Rec'd 1 By: Paul JoriaXv'j, Vice President Type /Print Name and title Affix the "(Corporate Seal }" OR type /print "(Corporate Seal)" 0WNER: BOARD OF COUNTY COMMISSIONERS OF COLLIER OUNTY FLORIDA BY: Commi ioner Donna Fiala, Chairman TR -CA -7 04 -3696 Golden Gate Parkway Intersection Improvements at 501h Street S.W. r EXHIBIT A PUBLIC PAYMENT BOND Golden Gate Parkway Intersection Improvements at 50th Street S.W. Bond No. 104376744 Contract No. 04 -3696 KNOW ALL MEN BY THESE PRESENTS: That Quality Enterprises USA, Inc. 3894 Mannix Dr. , Ste 216 Naples, FLA 34114 as Principal, and Travelers Casualty and Surety Company of America , as Surety, located at 300 Arboretum, Suite 390, Richmond, VA 23236 (Business Address) are held and firmly bound to Board of County Commissioners Collier County FLA as Obligee in the sum of Three Hundred Ninety Seven Thousand Two Hundred Thirteen and No /100 ($ 397,213.00) for the payment whereof we bind ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the 6th day of October - 2004, with Obligee for Golden Gate Parkway intersection improvements at 50th Street SW #04 -3696_ in _Collier County, Fla accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to as the Contract. THE CONDITION OF THIS BOND is that if Principal: Promptly makes payment to all claimants as defined in Section 255.05(1), Florida Statutes, supplying Principal with labor, materials or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the Contract, then this bond is void; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The provisions of this bond are subject to the time limitations of Section 255.05(2). In no event will the Surety be liable in the aggregate to claimants for more than the penal sum of this Payment Bond, regardless of the number of suits that may be filed by claimants. IN WITNESS WHEREOF, the above parties have executed this instrument this 6th day of October 2004, the name of each party being affixed and these presents duly signed by its under - signed representative, pursuant to authority of its governing body. TR- CA -A -1 Signed, sealed and delivered in the presence of: C--- 1��// ul� BY: Witnesses s to Principal NAME: ITS: STATE OF Florida - -- COUNTY OF Collier 1681 PRINCIPAL The foregoing instrument was acknowledged before me this L L day of 6-C 2004, by Howard J. Murrell as President Of Quality Enterprises USA, Inc. , a Virginia corporation, on behalf of the corporation. He /she is Rftrsonally known to me OR has produced N/A as identification and did (did not) -� take an oath. My Commission Expires: February 11, 2006�� (Signature of Notary) ';W�' =y . MARCIE L. COHEN MY COMMISSION # DD 090876 NAME: Marcie L. Cohen o EXPIRES: February 11, 20 , (Legibly Printed) Bonded Thru Notary Public underwriters (AFFIX OFFICIAL SEAL) Notary Public, State of Florida Commission No.: DD 090876 - ATTEST: SURETY: Witnesses to Surety Travelers Casualty and Surety Company of America (Printed Name) (Business Address (Authorized Signature) (Printed Name) TR- CA -A -2 1681 OR As A ey in Fact (Att Power of Attorney) John C Stanchina Witnesses (Printed Name) 300 Arboretum Ste 390 Richmond VA 23236 (Business Address) 804 - 780 -0611 (Telephone Number) STATE OF VA COUNTY OF Richmond _. The foregoing instrument was acknowledged before me this 6th day of October , 2004, by John C Stanching , as Attorney in Fact of Travelers Casualty and Surety Company of America Surety, on behalf of Surety. He /She is personally known to me OR has produced as identification and who did (did not) take an oath. n ' My Commission Expires: 08/31/2006 X— (Signature) Name: Kathleen M Ferrigno commissioned as Kathleen M Taton (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of: VA Commission No.: N/A TR- CA -A -3 1681 EXHIBIT A PUBLIC PERFORMANCE BOND Golden Gate Parkway Intersection Improvements at 50th Street S.W. Bond No. 104376744 Contract No. 04 -3696 KNOW ALL MEN BY THESE PRESENTS: That Quality Enterprises USA, Inc. , as Principal, and Travelers Casualty and Surety Company of America , as Surety, located at 300 Arboretum, Suite 390, Richmond, VA 23236 (Business Address) are held and firmly bound to Board of County Commissioners of Collier County Fla_, as Obligee in the sum of Three Hundred Ninety Seven Thousand Two Hundred Thirteen and No /100- ($ 397,213.00 ) for the payment whereof we bond ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the 6th day of October , - 2004, with Obligee for Golden Gate Parkway Intersection improvements at 50th Street SW #04 -3696 Collier County, Fla in accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to as the Contract. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the Contract at the times and in the manner prescribed in the Contract; and 2. Pays Obligee any and all losses, damages, costs and attorneys' fees that Obligee sustains because of any default by Principal under the Contract, including, but not limited to, all delay damages, whether liquidated or actual, incurred by Oblige; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, then this bond is void; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The Surety, for value received, hereby stipulates and agrees that no changes, extensions of time, alterations or additions to the terms of the Contract or other work to be performed hereunder, or the specifications referred to therein shall in anywise affect its obligations under this bond, and it does p hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of the Contract or to work or to the specifications. TR- CA -A -4 1661 This instrument shall be construed in all respects as a common law bond. It is expressly understood that the time provisions and statute of limitations under Section 255.05, Florida Statutes, shall not apply to this bond. In no event will the Surety be liable in the aggregate to Oblige for more than the penal sum of this Performance Bond regardless of the number of suits that may be filed by Oblige. IN WITNESS WHEREOF, the above parties have executed this instrument this 6th day of October , 2004, the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Signed, sealed and delivered in the presence of: PRINCIPAL _ Quality Enterprisep USA Inc. BY: NAME: H ward . Murrell _ ITS: President STATE OF COUNTY OF Collier - The foregoing instrument was acknowledged before me this day of 9 g g �_ y 2004, by Howard J. Murrell as President of Quality Enterprises USA, Inc. , a Virginia corporation, on behalf of the -` corporation. He /she is personally known to me OR has produced N/A as identification and did (did not) take an oath. My Commission Expires: February 11, 2006 MARCIE L. COHEN MY COMMISSION # DD 090876 •. EXPIRES: February 11, 2006 f3onded7hruNnlaryPUblicunderwriters (AFFIX OFFICIAL SEAL) (Signature) Name: Marcie L. Cohen (Legibly Printed) Notary Public, State of: Florida Commission No.: DD 090876 TR- CA -A -5 ATTEST: SURETY: 1661 Travelers Casualty and Surety Company of America (Printed Name) (Business Address) (Authorized Signature) Witnesses as to Surety (Printed Name) A -�� OR ti w As orney in Fact ttach Power of Attorney) John C Stanchina itnesses (Printed Name) 300 Arboretum Ste 390 Richmond VA 23236 (Business Address) 804 - 780 -0611 (Telephone Number) STATE OF VA COUNTY OF Richmond The foregoing instrument was acknowledged before me this 6th day of October , 2004, by John C. Stanchina as Attorney in Fact of Surety, on behalf of Surety. He /She is personally known to me OR has produced as identification and who did (did not) take an oath. My Commission Expires: 08/31/2006 (Signature) Name: Kathleen M. Ferrigno commissioned as Kathleen M Taton (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of: VA Commission No.: NA TR- CA -A -6 1661 Travelers IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act "). The Act establishes a short-term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused - by certain acts of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism - related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA 16B1 TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183 -9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S) -IN -FACT _ KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies ") hath made, constituted and appointed, and do by these presents make, constitute and appoint: John C. Stanchina, Hunter F. Avery, Kathleen M. Ferrigno, Barbara E. Moore, Claudia M. Clarkson, Kelly Lackey, Patricia L. Lewis, Jessica J. Winfree, Jeffrey Mark Johnson, of Richmond, Virginia/ Raleigh, North Carolina / Alpharetta, Georgia, their true and lawful Attomey(s) -in -Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect; VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. Revised (0 1 -03) Standard IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 23rd day of September, 2004, STATE OF CONNECTICUT } SS. Hartford COUNTY OF HARTFORD 1)1"'Vy AN08G CA's l 0 r L a HARTFORD, U r� a CONN. ; TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY / R George W. Thompson Senior Vice President On this 23rd day of September, 2004 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he /she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. �a.TET� C1'�' CERTIFICATE My commission expires June 30, 2006 Notary Public Marie C. Tetreault I, the undersigned, Vice President, Bond of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. IN WITNESS -WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this �� day of V lam! , 20 41/ sm gJPXIY AND 8G GP-Sy,��r A. }rFppa ' a' HARTFORD. 1 y S 2 0 CONK ) CONN. n Z • � f ° �A, 1 • V��y b1 'N� �y • *t� 1891 By N iltO . Willey Vice President, Bond Client# 7189 1681 A11AI ICAI7C4 ACORDTM CERTIFICATE OF LIABILITY INSURANCE 10/06/04 D' ' PRODUCER Thomas Rutherfoord Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 222 Central Park Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. POLICY NUMBER POLICY EFFECTIVE DATE MMIDD Suite 1340 Virginia Beach, VA 23462 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA: St Paul Fire & Marine Insurance Co 07/01/04 Quality Enterprises USA, Inc. & Quality Environment Co., Inc. 3894 Mannix Drive, Suite 216 Naples, FL 34114 INSURER B: Natl Union Fire Ins Co of Pittsburgh $1,000,000 INSURER C: $300 ,000 INSURER D: INSURER E: ° COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMIDD POLICY EXPIRATION DATE MM/DDlYY LIMITS A GENERAL LIABILITY CK04600192 07/01/04 07/01/05 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PR occurrence) $300 ,000 X COMMERCIAL GENERAL LIABILITY MED EXP (Any one person) $5,000 CLAIMS MADE a OCCUR PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG s2,000,000 POLICY X PE O- X LOC A AUTOMOBILE LIABILITY ANY AUTO KA04600003 07/01/04 07/01/05 COMBINED SINGLE LIMIT (Ea accident) $1 000,000 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIRED AUTOS NON OWNED AUTOS X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG B EXCESSIUMBRELLA LIABILITY BE2685100 07/27/04 07/01/05 EACH OCCURRENCE $5,000,000 AGGREGATE $5,000,000 X1 OCCUR F] CLAIMS MADE $ DEDUCTIBLE $ RETENTION $ A WORKERS COMPENSATION AND WVK4600018 07/01104 07/01/05 X WCSTATU- OTH- `LLI E.L. EACH ACCIDENT $1O O 0— 0— EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEEI $100,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT 1 $500,000 A OTHER Leased or CK04600192 07/01/04 07/01/05 $120,000 max. per item Rented Equip. Deductible: $2,500 A Owned Equipment ICK04600192 07/01104 07/01/05 Per Schedule OnFile DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RE: Contract #04 -3696 "Golden Gate Parkway Intersection Improvements at 50th Street, S.W." (See Attached Descriptions) toeLuv I Iv IV LD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL A_ DAYS WRITTEN �E TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR ESENTATIVES. IORIZED REPRESENTATIVE ACORD 25 (2001/08) 1 of 2 #S223563/M223421 TW 0 ACORD CORPORATION 1988 1661 DESCRIPTIONS (Continued from 'Page 1) The Certificate Holder is named as Additional Insured -ATIMA under the General Liability as respects to work performed by the insured for the referenced job and/or contract. AMS 25.3 (2001/08) 2 of 2 #S223563/M223421 1681 EXHIBIT B INSURANCE REQUIREMENTS (1) The amounts and types of insurance coverage shall conform to the following minimum requirements with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. (2) The insurance required by this Agreement shall be written for not less than the limits specified herein or required by law, whichever is greater. (3) Coverage's shall be maintained without interruption from the date of commencement of the work until the date of completion and acceptance of the Project by the Owner or as specified in this Agreement, whichever is longer. (4) Certificates of insurance (3 copies) acceptable to the Owner shall be filed with the Owner within ten (10) calendar days after Notice of Award is received by Contractor /Consultant/Professional. (5) The Contractor and /or its insurance carrier shall provide thirty (30) days written notice to the Owner of policy cancellation or non - renewal on the part of the insurance carrier or the Contractor. (6) All insurance coverage's of the Contractor /Consultant/Professional shall be primary to any insurance or self insurance program carried by the Owner applicable to this Project. (7) The acceptance by Owner of any Certificate of Insurance does not constitute approval or agreement by the Owner that the insurance requirements have been satisfied or that the insurance W policy shown on the Certificate of Insurance is in compliance with the requirements of this Agreement. (8) Contractor /Consultant/Professional shall require each of its subcontractors to procure and maintain, until the completion of the subcontractors work, insurance of the types and to the limits specified in this Section unless such insurance requirements for the subcontractor are expressly waived in writing by the Owner. (9) Should at any time the Contractor /Consultant/Professional not maintain the insurance coverage's required herein, the Owner may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage's and charge the Contractor for such coverage's purchased. The Owner shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage's purchased or the insurance company or companies used. The decision of the Owner to purchase such insurance coverage's shall in no way be construed to be a waiver of any of its rights under the Contract Documents. TR- CA -B -1 `" 043696 Golden Gate Parkway Intersection Improvements at 50'' Street S.W. 1681 (10) If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion of the Work or termination of the Agreement, the Contractor /Consultant/Professional shall furnish to the County, renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after to the date of their expiration. Failure of the Contractor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate the Agreement. WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY Required by this Agreement? X Yes No (1) Workers' Compensation and Employers' Liability Insurance shall be maintained by the Contractor /Consultant/ Professional during the term of this Agreement for all employees engaged in the work under this Agreement in accordance with the laws of the State of Florida. The amounts of - such insurance shall not be less than: a. Worker's Compensation - Florida Statutory Requirements b. Employers' Liability $100,000 Each Accident $500,000 Disease Aggregate $100,000 Disease Each Employee X $1,000,000 Each Accident $1,000,000 Disease Aggregate $1,000,000 Disease Each Employee (2) The insurance company shall waive its Rights of Subrogation against the Owner and the policy shall be so endorsed. (3) United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. ❑ Applicable ® Not Applicable (4) Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. ❑ Applicable ® Not Applicable TR- CA -B -2 04 -3696 Golden Gate Parkway Intersection Improvements at 501h Street S.W. • COMMERCIAL GENERAL LIABILITY Required by this Agreement? X Yes No (1) Commercial General Liability Insurance shall be maintained by the Contractor / Consultant / Professional. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property _._ Damage including Completed Operations and Products and Completed Operations Coverage. Limits of Liability shall not be less than the following: General Aggregate $ 300,000 Products /Completed Operations Aggregate $ 300,000 Personal and Advertising Injury $ 300,000 Each Occurrence $ 300,000 Fire Damage $ 50,000 General Aggregate $ 500,000 Products /Completed Operations Aggregate $ 500,000 Personal and Advertising Injury $ 500,000 Each Occurrence $ 500,000 Fire Damage $ 50,000 X General Aggregate $1,000,000 Products /Completed Operations Aggregate $1,000,000 Personal and Advertising Injury $1,000,000 Each Occurrence $1,000,000 Fire Damage $ 50,000 (2) The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. "This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you." (3) If the General Liability insurance required herein is issued or renewed on a "claims made" basis, as opposed to the "occurrence" form, the retroactive date for coverage shall be no later than the commencement date of the Project and shall provide that in the event of cancellation or non - renewal the Extended Reporting Period (Discovery Period) for claims shall be no less than three (3) years. (4) The Owner shall be named as an Additional Insured and the policy shall be endorsed that such coverage shall be primary to any similar coverage carried by the Owner. TR- CA -B -3 043696 Golden Gate Parkway Intersection Improvements at 50'h Street S.W. (5) Coverage shall be included for explosion, collapse or underground property damage claims. (6) Watercraft Liability coverage shall be carried at the limits shown above if applicable to the completion of the work under this Agreement. ❑ Applicable ® Not Applicable (7) Aircraft Liability coverage shall be carried at limits of $1,000,000 each occurrence if applicable to the completion of the work under this Agreement. ❑ Applicable ® Not Applicable PROPERTY INSURANCE - BUILDERS RISK (1) The Owner shall purchase and maintain in a company or companies lawfully authorized to do business in the State of Florida and in Collier County, property insurance in the amount of the initial Contract Sum as well as subsequent modifications thereto for the entire Work at the site on a replacement cost basis without voluntary deductibles. Such property insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made or until no person or entity other than the Owner has an insurable interest in the property required to be covered, whichever is earlier. This insurance shall include interests of the Owner, the Contractor, Subcontractors, Sub - subcontractors and Material Suppliers in the Work. (2) Property insurance shall be on an all -risk policy form and, at the Owner's option, shall cover reasonable compensation for Professional's services and expenses required as a result of such insured loss. At the Owner's option, flood insurance will also be purchased. (3) The property insurance provided by the Owner requires minimum deductibles and the Contractor shall pay costs not covered by the deductibles. The responsibility of the Contractor for any deductible associated with the all -risk policy described above shall be limited to a maximum of $1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents. The responsibility of the Contractor for any deductible associated with the flood insurance identified herein, if purchased by the Owner, shall be limited to a maximum of $1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents. (4) This property insurance shall cover portions of the Work stored off the site after written approval of the Owner at the value established in the approval, and also portions of the Work in transit. (5) Boiler and Machinery Insurance. The Owner shall have the option of purchasing and maintaining boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner. If purchased this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub- contractors in the Work. TR- CA -B -4 04 -3696 Golden Gate Parkway Intersection Improvements at 5e Street S.W. 1681 (6) Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub - subcontractors, agents and employees, each of the other, and (2) the Professional, Professional's consultants, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this exhibit or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The policies shall provide waivers of subrogation by endorsement or otherwise. (7) A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insured, as their interests may appear. AUTOMOBILE LIABILITY INSURANCE Required by this Agreement? X Yes No (1) Automobile Liability Insurance shall be maintained by the Contractor /Consultant/Professional for the ownership, maintenance or use of any owned, non -owned or hired vehicle with limits of not less than: Bodily Injury & Property Damage - $ 500,000 X Bodily Injury & Property Damage - $1,000,000 UMBRELLA LIABILITY (1) Umbrella Liability may be maintained as part of the liability insurance of the Contractor /Consultant/ Professional and, if so, such may shall be in addition to and in excess of any Employers' Liability, Commercial General Liability, Automobile Liability and Professional Liability coverage's and shall include all coverage's on a "following form" basis. (2) The policy shall contain wording to the effect that, in the event of the exhaustion of any underlying coverage due to the payment of claims, the Umbrella policy will "drop down" to apply as primary insurance. (3) The General Aggregate limit, if applicable, shall apply separately to this project and the policy shall be so endorsed. TR- CA -B -5 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. EXHIBIT C 16B1 RELEASE AND AFFIDAVIT FORM COUNTY OF COLLIER STATE OF FLORIDA ) Before me, the undersigned authority, personally appeared _ who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ paid, ( "Contractor ") releases and waives for itself and it's subcontractors, material -men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the Agreement between Contractor and Owner, dated 2004 for the period from to (2) Contractor certifies for itself and its subcontractors, material -men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, have been fully satisfied and paid. (3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for Payment No. BY: ITS: DATE: Witnesses STATE OF _ COUNTY OF CONTRACTOR President [Corporate Seal] The foregoing instrument was acknowledged before me this day of 2004, by ,as of ,a corporation, on behalf of the corporation. He /she is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: (AFFIX OFFICIAL SEAL) NAME: (Signature of Notary) (Legibly Printed) Notary Public, State of Commissioner No.: TR- CA -C -1 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. EXHIBIT D FORM OF CONTRACT APPLICATION FOR PAYMENT (County Project Manager) (County Department) er County Board of county Commissioners (the OWNER) or - ,collier County Water -Sewer District (the OWNER) FROM: (Contractors Representative) (Contractors Name) (Contractors Address) RE: Original Contract Time: Revised Contract Time: Retainage @ 10% thru[insert date] $ Retainage @ _% after [insert date] $ Percent Work completed to Date: Percent Contract Time completed to Date % Liquidated Damages to be Accrued $ Bid No. Project No. Application Date Payment Application No. for Work accomplished through the Date: Original Contract Amount: Total Change Orders to Date Revised Contract Amount Total value of Work Completed and stored to Date Less previous payment (s) AMOUNT DUE THIS APPLICATION: _(Project Name) ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; (4) and CONTRACTOR agrees that all overruns as shown on the monthly estimate summary shall, in fact, be added to the revised contract and shall be incorporated into a future Change Order: By CONTRACTOR: (Contractors Name) _ (Signature) DATE: (Type Name & Title) (shall be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended: By Design Professional: (DP's Name) (Signature) DATE: (Type Name & Title) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved: By OWNER'S Project Manager: TR- CA -D -1 04 -3696 Golden Gate Parkway Intersection Improvements at 5& Street S.W. (Signature) DATE: _ (Type Name and Title) 16B1 � O Q U � � I & $ Cl a E k CL E / § � k % d k $ S R § § o ■ k §d §� 0�� %k . 2 « ui i 7 E 7q ) kk �� f§ °m §£_ Z& ƒ/ §Z ` 7 �§ 2� \2 w as DEL CL E§ §7 uj § Sm ■2 k2 £i �0Od � 8E �f- � k/ §a cE o� 2, Co [] ■ _ � to o � 2 © $2 S§ $ �2 �f q »0 0 ui m > Gk cc b & §A e_ w u U « u § £Q � 2§ $@ O LU § ■ co� - Q ■� 2« 00 22 6A a� 22 ° w§ Ek �/ cl 21 ƒf4) k � L .k /4) §a. cm 0 ©§k IL k e \ U) oaa « § k §i of _ cl \ 0k§ C o - ■ § %7 £ ■ kL §� §/k 16B1 � O Q U � � I & $ Cl a E k CL E / § � k % d k $ S R § 1661 EXHIBIT E CHANGE ORDER CHANGE ORDER NO.: CONTRACT NO.: TO: DATE PROJECT NAME: PROJECT NO.: Under our AGREEMENT dated , 2004. - You hereby are authorized and directed to make the following change(s) in accordance with terms and conditions of the Agreement: For the (Additive) (Deductive) Sum of: $ Original Agreement Amount $ Sum of Previous Changes $ This Change Order (Add) (Deduct) $ Present Agreement Amount $ The time for completion shall be (increased /decreased) by calendar days due to this Change Order. Accordingly, the Contract Time is now calendar days. The substantial completion date is and the final completion date is . Your acceptance of this Change Order shall constitute a modification to our Agreement and will be performed subject to all the same terms and conditions as contained in our Agreement indicated above, as fully as if the same were repeated in this acceptance. The adjustment, if any, to the Agreement shall constitute a full and final settlement of any and all claims of the Contractor arising out of or related to the change set forth herein, including claims for impact and delay costs. By: CEI 0 PLIED By: BY� CONTRACTOR T.E.C.M. DIRECTOR M M PROJECT MANAGER BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA TR- CA -E -1 04 -3696 Golden Gate Parkway Intersection Improvements at 50' Street S.W. -- Exhibit E -1 1681 Transportation Engineering & Construction Management Department WORK DIRECTIVE CHANGE PROJECT NAME: CHANGE # DATE OF ISSUANCE: EFFECTIVE DATE: OWNER: Collier County Board of Commissioners .................. ............................... PROJECT* CONTRACTOR: ENGINEER: You are directed to proceed promptly with the following change(s): Description: Purpose of Work Directive Change: Attachments: If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order based thereon will involve one or more of the following methods of determining the effect of the changes(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Prices ❑ Contractor's records ❑ Lump Sum ❑ Engineer's record ❑ Other ❑ Other Estimated increase (decrease) in Contract Price Estimated change in Contract Time: $ Increase or decrease by calendar days. RECOMMENDED: ACCEPTED: AUTHORIZED: By: By: By: Engineer /Consultant Contractor Owner's Representative TR- CA -E -1 -1 043696 Golden Gate Parkway Intersection Improvements at 50`h Street S.W. 1681 EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER'S Project No. ENGINEER'S Project No. PROJECT: CONTRACTOR Contract For Contract Date This Certificate of Substantial completion applies to all Work under the Contract documents or to the following specified parts thereof: To OWNER And To The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the contract documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all- inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. EJCDC NO. 1910 -8 -D (1983 Edition) Prepared by the Engineers Joint Contract documents Committee and endorsed by The Associated General contractors of America. Reprinted 5/85 TR- CA -F -1 04 -3696 Golden Gate Parkway Intersection Improvements at 5dh Street S.W. 16B1 The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as follows: RESPONSIBILITIES: OWNER: CONTRACTOR: The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on , 2004 Design Professional _ By. Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on 12004 CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on OWNER By: Type Name and Title TR- CA -F -2 04 -3696 Golden Gate Parkway Intersection Improvements at 501h Street S.W. 2004 Bid No.: _ Contractor: EXHIBIT G FINAL PAYMENT CHECKLIST Project No.: The following items have been secured by the for the Project known as 1661 Date: , 2004 and have been reviewed and found to comply with the requirements -of the Contract Documents. Original Contract Amount: _ Commencement Date: Substantial Completion Time: Final Completion Time: Final Contract Amount: Calendar Days. Calendar Days. YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to County (attach to this form). 3. Effective date of General one year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). 5. Record drawings obtained and dated: 6. County personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: issued on (attach to this form). 8. Certificate of Substantial Completion issued on 9. Final Payment Application and Affidavits received from Contractor on: 10. Consent of Surety received on 11. Operating Department personnel notified project is in operating phase. 12. Other: If any of the above are not applicable, indicate by N /A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: By Owner: TR- CA -G -1 `" 04 -3696 Golden Gate Parkway Intersection Improvements at 50`h Street S.W. (Company Name) (Signature) (Typed Name & Title) (Department Name) (Signature) (Name & Title) 1681 EXHIBIT G1 CERTIFICATE OF FINAL COMPLETION OWNER'S Project No. ENGINEER'S Project No. PROJECT: CONTRACTOR Contract For Contract Date This Certificate of Final completion applies to all Work under the Contract documents. To OWNER And To The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be finally complete in accordance with the contract documents on: DATE OF FINAL COMPLETION EJCDC NO. 1910 -8 -D (1983 Edition) Prepared by the Engineers Joint Contract documents Committee and endorsed by The Associated General contractors of America. Reprinted 5/85 TR -CA -G 1 -1 "' 04 -3696 Golden Gate Parkway Intersection Improvements at 50`h Street S.W. The following warranty is attached to and made a part of this Certificate: EXHIBIT G2 Executed by Design Professional on , 2004 Design Professional By: Type Name and Title CONTRACTOR accepts this Certificate of Final Completion on , 2004 CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Final Completion on , 2004 OWNER By: Type Name and Title TR -CA -G 1 -2 043696 Golden Gate Parkway Intersection Improvements at 50'" Street S.W. FXHIRIT C:2 16B1 WARRANTY In consideration of ten dollars, ($10.00), receipt of which is hereby acknowledged, the undersigned CONTRACTOR does hereby provide, warrant and guarantee all work done and executed under the contract either directly performed by the CONTRACTOR or at the express request of the CONTRACTOR by a SUBCONTRACTOR or CONSULTANT. _ Project Name: Date of Final Completion: Name and Address of CONTRACTOR: CONTRACTOR warrants and guarantees the work performed pursuant to the contract shall be free of all defects - of materials and workmanship for a period of one year from the DATE OF FINAL COMPLETION. The undersigned party further agrees that it will, at its own expense, replace and/or repair all defective work and materials and all other work damaged by any defective work upon written demand by the COUNTY. It is further understood that further consideration for this warranty and guaranty is the consideration given for the requirement pursuant to the general conditions and specifications under which the contract was let that such warranty and guaranty would be given. This warranty and guaranty is in addition to any other warranties or guaranties for the work performed under the contract and does not constitute a waiver of any rights provided pursuant to Florida Statutes, Chapter 95, et seq. DATE: CONTRACTOR CORPORATESEAL BY: Attest: TR- CA -G2 -1 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1681 EXHIBIT H GENERAL TERMS AND CONDITIONS 1. INTENT OF CONTRACT DOCUMENTS. 1.1. It is the intent of the Contract Documents to describe a functionally complete project (or portion thereof) to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications, manuals or codes of any technical society, organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein. 1.2. If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents, Contractor immediately shall report same to the Project Manager in writing and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Project Manager. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 1.3. Drawings are intended to show general arrangements, design and extent of Work and are not intended to serve as shop drawings. Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions, Contractor shall be required to comply with the provision, which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any portion of the Work to make a complete, serviceable, finished and first quality installation shall be furnished and installed as part of the Work, whether or not called for by the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1. Contractor shall have the sole responsibility of satisfying' itself concerning the nature and location of the Work and the general and local conditions, and particularly, but without limitation, with respect to the following: those affecting transportation, access, disposal, handling and storage of materials; availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities; TR- CA -H -1 04 -3696 Golden Gate Parkway Intersection Improvements at 501" Street S.W. 16Bjel.,L 1 climatic conditions and seasons; physical conditions at the work -site and the pro area as a whole; topography and ground surface conditions; nature and quantity of the surface materials to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during performance of the Work; and all other costs associated with such performance. The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 2.2. Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub - Section 2.2 as the "Utilities ". Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as described in other places of the contract documents). 3. SCHEDULE. - 3.1. The Contractor, within ten (10) calendar days after receipt of the Notice of Award, shall prepare and submit to Project Manager, for their review and approval, a progress schedule for the Project (herein "Progress Schedule "). The Progress Schedule shall relate to all Work required by the Contract Documents, and shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule shall indicate - the dates for starting and completing the various stages of the Work. 3.2. The Progress Schedule shall be updated monthly by the Contractor. All monthly updates to the Progress Schedule shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Progress Schedule with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Progress Schedule updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3. All work under this Agreement shall be performed within the requirements of the Collier County Noise Ordinance 93 -77, Amended by 96 -29, and Article 1, Division 1.5, Section 1.5.5 of the Collier County Land Development Code. Unless otherwise specified, work will generally be limited to the hours of 7:00 a.m. to 7:00 p.m., Monday through Friday, except for County Holidays. No work shall be performed outside the specified hours without the prior approval of the Project Manager. TR- CA -H -2 04 -3696 Golden Gate Parkway Intersection Improvements at 50" Street S.W. 4. PROGRESS PAYMENTS. 16B1 4.1. Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project Manager, for their review and approval, a schedule of values based upon the Contract Price, listing the major elements of the Work and the dollar value for each element. After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment. This schedule shall be updated and submitted each month to the Project Manager along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D. 4.2. Prior to submitting its first monthly Application for Payment, Contractor shall submit to the Project Manager a complete list of all its proposed subcontractors and material -men, showing the work and materials involved and the dollar amount of each proposed subcontract and purchase order. The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date. 4.3. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location agreed to by the Owner in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that the Owner -- has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. 4.4. Contractor shall submit six (6) copies of its monthly Application for Payment to the Project Manager. Within twenty (20) business days after the date of each Application for Payment is stamped as received, the Project Manager, or Consultant, shall either: (1) Indicate his approval of the requested payment; (2) indicate his approval of only a portion of the requested payment, stating in writing its reasons therefor; or (3) return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices shall be processed in accordance with Section 218.735, Florida Statutes and the administrative procedures established by the County's Purchasing Department and the Clerk of Courts' Finance Department respectively. In the event of a total denial and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and re- submit the Application for Payment. The Owner shall, within ten (10) business days after the Application for Payment is stamped and received and after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. TR- CA -H -3 04 -3696 Golden Gate Parkway Intersection Improvements at 50`h Street S.W. 1681 Owner shall retain ten percent (10 %) of the gross amount of each monthly payment request or ten percent (10 %) of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated and not released to Contractor until final payment is due unless otherwise agreed to by the Owner. The Project Manager shall have the discretion to establish, in writing, a schedule to periodically reduce the percentage of cumulative retainage held through out the course of the project schedule. Collier County shall reserve the right to reduce the amount of the retainage withheld subject to the guidelines as set forth in the County's Purchasing Policy. 4.5. Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's work. 4.6. Each Application for Payment, subsequent to the first pay application, shall be accompanied by a Release and Affidavit, in the form attached as Exhibit C, showing that all materials, labor, equipment and other bills associated with that portion of the Work payment is being requested on have been paid in full. For all payments subsequent to the first payment, the Owner shall not be required to make payment until _- and unless these affidavits are furnished by Contractor. 4.7. Contractor agrees and understands that funding limitations exist and that the - expenditure of funds must be spread over the duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting its first monthly Application for Payment, Contractor shall prepare and submit for Project - Manager's review and approval, a detailed Project Funding Schedule, which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Contractor as set forth in the approved Project Funding Schedule. - 4.8 Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is enclosed in the agreement and labeled Exhibit G. 5. PAYMENTS WITHHELD. 5.1. The Project Manager may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non - compliance with the contract documents. The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this _ Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: TR- CA -H-4 04 -3696 Golden Gate Parkway Intersection Improvements at 50`h Street S.W. •i_ (a) defective Work not remedied; (b) third party claims filed or reasonable evidence indicating probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; (e) reasonable indication that the Work will not be completed within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents. 5.2. If any conditions described in 5.1. are not remedied or removed, Owner may, after three (3) days written notice, rectify the same at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or non- __ liquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 6. FINAL PAYMENT. 6.1. Owner shall make final payment to Contractor within thirty (30) calendar days after the Work is finally inspected and accepted by Project Manager in accordance with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly executed copy of the Sureties consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. 6.2. Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing and identified by Contractor as unsettled at the time of the final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 7. SUBMITTALS AND SUBSTITUTIONS. 7.1. Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 7.2. Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function and quality required. TR- CA -H -5 04 -3696 Golden Gate Parkway Intersection Improvements at 50 "' Street S.W. 1681 Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice of Award is received by Contractor. 7.3. If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will _ result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4. If a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 7.5 The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's prior written acceptance which shall be evidenced by either a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance TR- CA -H -6 04 -3696 Golden Gate Parkway Intersection Improvements at 50t' Street S.W. 16B1Ai guarantee or other surety with respect to any substitute. The Project Manager will record time required by the Project Manager and the Project Manager's consultants in evaluating substitutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse Owner for the charges of the Design Professional and the Design Professional's consultants for evaluating each proposed substitute. 8. DAILY REPORTS, AS- BUILTS AND MEETINGS. 8.1. Unless waived in writing by Owner, Contractor shall complete and submit to Project Manager on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved by the Project Manager. The daily log shall document all activities of Contractor at the Project site including, but not limited to, the following: 8.1.1. Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 8.1.2. Soil conditions which adversely affect the Work; 8.1.3. The hours of operation by Contractors and Sub - Contractor's personnel; 8.1.4. The number of Contractor's and Sub - Contractor's personnel present and working at the Project site, by subcontract and trade; 8.1.5. All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6. Description of Work being performed at the Project site; 8.1.7. Any unusual or special occurrences at the Project site; 8.1.8. Materials received at the Project site; 8.1.9. A list of all visitors to the Project 8.1.10. Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by. Contractor to Owner pursuant to the Contract Documents. TR- CA -H -7 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. M 0 7neF 8.2. Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and Field Orders, and all concealed and buried installations of piping, conduit and utility services. All buried and concealed items, both inside and outside the Project site, shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (e.g. interior or exterior wall faces). The annotated drawings shall be clean and all changes, corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The "As- Built" record documents, together with all approved samples and a counterpart of all approved shop drawings shall be available to the Project Manager or Design Professional for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As- Built" record documents, samples and shop drawings shall be delivered to Project Manager by Contractor for Owner. 8.3. Contractor shall keep all records and supporting documentation which concern or relate to the Work hereunder for a minimum of five (5) years from the date of - termination of this Agreement or the date the Project is completed, whichever is later. Owner, or any duly authorized agents or representatives of Owner, shall have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the five (5) year period noted above; provided, however, such activity shall be conducted only during normal business hours. 9. CONTRACT TIME AND TIME EXTENSIONS. 9.1. Contractor shall diligently pursue the completion of the Work and coordinate the Work being done on the Project by its subcontractors and material -men, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. - 9.2. Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not _ due to its fault or neglect, including but not restricted to acts of Nature or of the public TR- CA -H -8 043696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1661 enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty -eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 9.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the right to seek an extension to the Contract Time; provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as to claims based on late completion. 10. CHANGES IN THE WORK. 10.1. Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. 10.2. A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and executed promptly after an agreement is reached between Contractor and Owner concerning the requested changes. Contractor shall promptly perform changes authorized by duly executed Change Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the manner as Owner and Contractor shall � mutually agree. 10.3. If Owner and Contractor are unable to agree on a Change Order for the requested change, Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work Directive Change. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have waived any claim on this matter it might otherwise have had. 10.4. In the event a requested change results in an increase to the Contract Amount, the amount of the increase shall be limited to the Contractor's reasonable direct labor TR- CA -H -9 04 -3696 Golden Gate Parkway Intersection Improvements at 5& Street S.W. 1681 and material costs and reasonable actual equipment costs as a result of the change (including allowance for labor burden costs) plus a maximum ten percent (10 %) markup for all overhead and profit. In the event such change Work is performed by a Subcontractor, a maximum ten percent (10 %) markup for all overhead and profit for all Subcontractors' and sub - subcontractors' direct labor and material costs and actual equipment costs shall be permitted, with a maximum five percent (5 %) markup thereon by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen percent (15 %). All compensation due Contractor and any Subcontractor or sub - subcontractor for field and home office overhead is included in the markups noted above. Contractor's and Sub - Contractor's bond costs associated with any change order shall be included in the overhead and profit expenses and shall not be paid as a separate line item. 10.5 Owner shall have the right to conduct an audit of Contractor's books and records to verify the accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change Order. 10.6 The Project Manager shall have authority to order minor changes in the Work not involving an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Contractor. 11. CLAIMS AND DISPUTES. 11.1. Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time or other relief with respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and matters in question between Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to substantiate a Claim shall rest with the party making the Claim. 11.2. Claims by the Contractor shall be made in writing to the Project Manager within forty -eight (48) hours after the first day of the event giving rise to such Claim or else the Contractor shall be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed to have waived the Claim. Claims not settled by the aforesaid procedure, shall be resolved according to the Dispute Resolution Procedure, copies which are available in the County Attorney's Office or the Purchasing Department Office. All claims shall be priced in accordance with the provisions of Subsection 10.4. 11.3. The Contractor shall proceed diligently with its performance as directed by the Owner, regardless of any pending Claim, action, suit or administrative proceeding, unless otherwise agreed to by the Owner in writing. Owner shall continue to make payments in accordance with the Contract Documents during the pendency of any Claim: TR- CA -H -10 04 -3696 Golden Gate Parkway Intersection Improvements at 5dh Street S.W. 12. OTHER WORK. 16B1 .� 12.1. Owner may perform other work related to the Project at the site by Owner's own forces, have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents, written notice thereof will be given to Contractor prior to starting any such other work. If Contractor believes that such performance will involve additional expense to Contractor or require additional time, Contractor shall send written notice of that fact to Owner and Design Professional within forty -eight (48) hours of being notified of the other work. If the Contractor fails to send the above required forty -eight (48) hour notice, the Contractor will be deemed to have waived any rights it otherwise may have had to seek an extension to the Contract Time or adjustment to the Contract Amount. 12.2. Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or Owner, if Owner is performing the additional work with Owner's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. -- 12.3. If any part of Contractor's Work depends for proper execution or results upon the work of any other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. 13. INDEMNIFICATION AND INSURANCE. 13.1. The ContractorNendor, in consideration of One Hundred Dollars ($100.00), the receipt and sufficiency of which is accepted through the signing of this document, shall hold harmless and defend Collier County and its agents and employees from all suits and actions, including attorneys' fees and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of this contract or work performed thereunder. This provision shall also pertain to any claims brought against the County by any employee of the named ContractorNendor, any TR- CA -H -11 - 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. Subcontractor, or anyone directly or indirectly employed by any of k6Bl em. e Contractor / Vendor's obligation under this provision shall not be limited in any way by the agreed upon contract price as shown in this Contract or the ContractorNendor's limit of, or lack of, sufficient insurance protection. The first One Hundred Dollars ($100.00) of, money received on the contract price is considered as payment of this obligation by the County. 13.2. This section does not pertain to any incident arising from the sole negligence of Collier County. 13.3. Contractor shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in Exhibit B to the Agreement. Further, the Contractor shall at all times comply with all of the terms, conditions, requirements and obligations set forth under Exhibit B. 14. COMPLIANCE WITH LAWS. 14.1. Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, equal employment and safety (including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. 15. CLEANUP AND PROTECTIONS. 15.1. Contractor agrees to keep the Project site clean at all times of debris, rubbish - and waste materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris, rubbish and waste materials from and about the Project site, as well as all tools, appliances, construction equipment and machinery and surplus. materials, and shall leave the Project site clean and ready for occupancy by Owner. 15.2. Any existing surface or subsurface improvements, including, but not limited to, _ pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicated in the Contract Documents to be removed or altered, shall be protected by Contractor from damage during the prosecution of the Work. Any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. 16. ASSIGNMENT. 16.1. Contractor shall not assign this Agreement or any part thereof, without the prior consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein, without the County's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward Owner. TR- CA -H -12 04 -3696 Golden Gate Parkway Intersection Improvements at 5dh Street S.W. 1681 17. PERMITS, LICENSES AND TAXES. 17.1. Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable to the work through an internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier County, but is responsible for acquiring all permits. Owner may require the Contractor to deliver internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. 17.2. All permits, fees and licenses necessary for the prosecution of the Work which are not issued by Collier County shall be acquired and paid for by the Contractor. 17.3. Contractor shall pay all sales, consumer, use and other similar taxes associated with the Work or portions thereof, which are applicable during the performance of the Work. 18. TERMINATION FOR DEFAULT. 18.1. Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely perform the Work as directed by the Project Manager or as provided for in the approved Progress Schedule; or (3) performs the Work unsuitably or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails to resume Work which has been suspended within a reasonable time after being notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to obey any applicable codes, laws, ordinances, rules or regulations with respect to the Work; or (10) materially breaches any other provision of the Contract Documents. 18.2. Owner shall notify Contractor in writing of Contractor's default(s). If Owner determines that Contractor has not remedied and cured the default(s) within seven (7) calendar days following receipt by Contractor of said written notice, then Owner, at its option, without releasing or waiving its rights and remedies against the Contractor's sureties and without prejudice to any other right or remedy it may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the Agreement, in whole or in part, and take possession of all or any portion of the Work and any materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever means, method or agency which Owner, in its sole discretion, may choose. TR- CA -H -13 04 -3696 Golden Gate Parkway Intersection Improvements at 50'' Street S.W. 1681 18.3. if Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not be entitled to receive any further payments hereunder until after the Project is completed. All moneys expended and all of the costs, losses, damages and extra expenses, including all management, administrative and other overhead and other direct and indirect expenses (including Design Professional and attorneys' fees) or damages incurred by Owner incident to such completion, shall be deducted from the Contract Amount, and if such expenditures exceed the unpaid balance of the Contract Amount, Contractor, agrees to pay promptly to Owner on demand the full amount of _ such excess, including costs of collection, attorneys' fees (including appeals) and interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of the Contract Amount exceeds all such costs, expenditures and damages incurred by _. the Owner to complete the Work, such excess shall be paid to the Contractor. The amount to be paid to the Contractor or Owner, as the case may be, shall be approved by the Project Manager, upon application, and this obligation for payment shall survive termination of the Agreement. 18.4. The liability of Contractor hereunder shall extend to and include the full amount -- of any and all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by Owner in good faith under the belief that such payments or assumptions were necessary or required, in completing the Work and providing labor, - materials, equipment, supplies, and other items therefor or re- letting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. 18.5. If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is determined for any reason that Contractor was not in default, or that its - default was excusable, or that Owner is not entitled to the remedies against Contractor provided herein, then Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Section 19 below. 19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION. 19.1. Owner shall have the right to terminate this Agreement without cause upon seven (7) calendar days written notice to Contractor. In the event of such termination for convenience, Contractor's recovery against Owner shall be limited to that portion of the Contract Amount earned through the date of termination, together with any retainage withheld and reasonable termination expenses incurred, but Contractor shall not be entitled to any other or further recovery against Owner, including, but not limited to, damages or any anticipated profit on portions of the Work not performed. 19.2. Owner shall have the right to suspend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of the Work is so suspended, Contractor's sole and TR- CA -H -14 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 1681 exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20. COMPLETION. 20.1. When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the entire Work (or such designated portion) is substantially complete. Within a reasonable time thereafter, Owner, Contractor and Design Professional shall make an inspection of the Work (or designated portion thereof) to determine the status of completion. If Owner, after conferring with the Design Professional, does not consider the Work (or designated portion) substantially complete, Project Manager shall notify Contractor in writing giving the reasons therefor. If Owner, after conferring with the Design Professional, considers the Work (or designated portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion which shall fix the date of Substantial Completion for the entire Work (or designated portion thereof) and include a tentative punch -list of items to be completed or corrected by Contractor before final payment. Owner shall have the right to exclude Contractor from the Work and Project site (or designated portion thereof) after the date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the tentative punch -list. - 20.2. Upon receipt of written certification by Contractor that the Work is completed in accordance with the Contract Documents and is ready for final inspection and acceptance and upon receipt of a final Application for Payment, Project Manager and Design Professional will make such inspection and, if they find the Work acceptable and fully performed under the Contract Documents shall promptly issue a Certificate of Final Completion. The County, on the basis of their observations and inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable shall issue a Certificate for Final Payment. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) The Release and Affidavit in the form attached as Exhibit C. (2) Consent of surety to final payment. (3) If required by Owner, other data establishing payment or satisfaction of all obligations, such as receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in such form as may be designated by Owner. TR- CA -H -15 T 04 -3696 Golden Gate Parkway Intersection Improvements at 501' Street S.W. 16B1 Owner reserves the right to inspect the Work and make an independent determination as to the Work's acceptability, even though the Design Professional may have issued its recommendations. Unless and until the Owner is completely satisfied, neither the final payment nor the retainage shall become due and payable. 21. WARRANTY. 21.1. Contractor shall obtain and assign to Owner all express warranties given to Contractor or any subcontractors by any material -men supplying materials, equipment or fixtures to be incorporated into the Project. Contractor warrants to Owner that any materials and equipment furnished under the Contract Documents shall be new unless otherwise specified, and that all Work shall be of good quality, free from all defects and in conformance with the Contract Documents. Contractor further warrants to Owner that all materials and equipment furnished under the Contract Documents shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise provided for in the Contract Documents. If, within one (1) year after substantial completion, any Work is found to be defective or not in conformance with the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for and pay for replacement or repair of adjacent materials or Work which may be damaged as a result of such replacement or repair. These warranties are in addition to those implied warranties to which Owner is entitled as a matter of law. 21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or any other representative of the Owner, shall conduct an inspection of the warranted work to verify compliance with the requirements of the Agreement. The Contractor's Representative shall be present at the time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection. Failure of the Contractor to correct the cited deficiencies shall be grounds for the County to disqualify the Contractor from future County bid opportunities. - 21.3 The Contractor shall be fully responsible to the County and Consultant for all acts and omissions of the Subcontractors, suppliers and other persons and organizations performing or furnishing any of the work under a direct or indirect contract with the Contractor just as the Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents shall create any contractual relationship between the County or Consultant and any such Subcontractor, supplier, or other person or organization, nor shall it create any obligation on the part of the County or Consultant to pay or to see to the payment of any moneys due any such Subcontractor, supplier, or other person or organization except as may otherwise be required by laws and regulations. 21.4 The Contractor agrees to bind specifically every Subcontractor to the applicable terms and and conditions of the Contract Documents to the benefit of the County. All Work performed for the Contractor by a Subcontractor shall be pursuant to an appropriate agreement between the Contractor and the Subcontractor. TR- CA -H -16 -° 04 -3696 Golden Gate Parkway Intersection Improvements at 50th Street S.W. 2 2. TESTS AND INSPECTIONS. 16B1 22.1. Owner, Design Professional, their respective representatives, agents and employees, and governmental agencies with jurisdiction over the Project shall have access at all times to the Work, whether the Work is being performed on or off of the Project site, for their observation, inspection and testing. Contractor shall provide proper, safe conditions for such access. Contractor shall provide Project Manager with timely notice of - readiness of the Work for all required inspections, tests or approvals. 22.2 Inspection, testing or approval of any portion of Work that is required by (i) any applicable codes, laws, ordinances, rules or regulations of any public authority other than Collier County, or (ii) permits issued by any public authority other than Collier County, shall be arranged by Contractor, at Contractor's expense, without right of reimbursement from - Owner. All inspections, tests or approvals shall be performed in a manner and by organizations acceptable to the Project Manager. Contractor shall provide Owner with the required certificates of inspection, testing or approval. Other inspection, testing or approval of any portion of Work, that is required by (i) the Contract Documents, (ii) codes, laws, ordinances, rules or regulations of Collier County, (iii) -- permits issued by Collier County, (iv) the Project Manager or (v) the Design Professional, shall be conducted by Owner or a person designated by Owner and shall be accomplished at Owner's or such person's expense. Contractor shall cooperate with such process. If the Work fails the inspection, test or conditions of approval, then Contractor shall promptly correct the deficiency at Contractor's cost, without right of reimbursement from Owner, and shall notify Owner when the Work is ready for re- inspection, re -test or re- approval. Owner -_ shall charge Contractor the cost of re- inspection, re -test or re- approval, including but not limited to fees and charges of professional service providers. 22.3. If any Work that is to be inspected, tested or approved is covered without prior written concurrence from the Project Manager, such work must, if requested by Project Manager, be uncovered for observation, and replaced if necessary, at Contractor's expense _.. without right of reimbursement from Owner. If, however, Contractor had given Project Manager timely notice of Contractor' intention to cover the Work and Project Manager had not responded after a reasonable period of time, then Owner shall bear such expense. 22.4. Neither observations nor other actions by the Project Manager or Design Professional nor inspections, tests or approvals by others shall relieve Contractor from Contractor's obligations to perform the Work in accordance with the Contract Documents. 23. DEFECTIVE WORK. 23.1. Work not conforming to the requirements of the Contract Documents or any warranties made or assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager, Contractor shall as directed, either correct all defective Work, whether or not fabricated, installed or completed, or if the defective Work has been rejected by Project Manager, remove it from the site and replace it with non- TR- CA -H -17 04 -3696 Golden Gate Parkway Intersection Improvements at 50`h Street S.W. � Mme defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including, but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby, and shall hold Owner harmless for same. 23.2. If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers, suitable materials or equipment or fails to finish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Project Manager may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Project Manager to stop the Work shall not give rise to any duty on the part of Owner or Project Manager to exercise this right for the benefit of Contractor or any other party. 23.3. Should the Owner determine, at its sole opinion, it is in the Owner's best interest to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect and consequential costs attributable to the Owner's evaluation of and determination to accept defective Work. If such determination is rendered prior to final payment, a Change Order shall be executed evidencing such acceptance of such defective Work, incorporating the necessary revisions in the Contract Documents and reflecting an appropriate decrease in the Contract Amount. If the Owner accepts such defective Work after final payment, Contractor shall promptly pay Owner an appropriate W_ amount to adequately compensate Owner for its acceptance of the defective Work. 23.4 If Contractor fails, within a reasonable time after the written notice from Project Manager, to correct defective Work or to remove and replace rejected defective Work as required by Project Manager or Owner, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any of the - provisions of the Contract Documents, Owner may, after seven (7) days written notice to Contractor, correct and remedy any such deficiency. To the extent necessary to complete corrective and remedial action, Owner may exclude Contractor from any or all - of the Project site, take possession of all or any part of the Work, and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Project site and incorporate in the Work all materials and equipment stored at the Project site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design Professional and their respective representatives, agents, and employees such access to the Project site as may be necessary to enable Owner to exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs of Owner in exercising such rights and remedies shall be charged against Contractor, and a Change Order shall be issued, incorporating the necessary revisions to the Contract Documents, including an appropriate decrease to the Contract Amount. Such direct, indirect and consequential costs shall include, but not be limited to, fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. TR- CA -H -18 04 -3696 Golden Gate Parkway Intersection Improvements at 50`h Street S.W. 24. SUPERVISION AND SUPERINTENDENTS. 16B1 24.1. Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be responsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times -- during its progress a competent resident superintendent, who shall not be replaced without prior written notice to Project Manager except under extraordinary circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its - Project superintendent, with or without cause. 24.2 Contractor shall have a competent superintendent on the project at all times - whenever contractor's work crews, or work crews of other parties authorized by the Project Manager are engaged in any activity whatsoever associated with the Project. Should the contractor fail to comply with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages described in Section 5.13, for services not rendered. 25. PROTECTION OF WORK. 25.1. Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage. If Contractor or any one for whom Contractor is legally liable _a for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same, and any moneys necessary to replace such loss or damage shall be deducted from any amounts due Contractor. 25.2. Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. _ 25.3. Contractor shall not disturb any benchmark established by the Owner or Design Professional with respect to the Project. If Contractor, or its subcontractors, agents or anyone for whom Contractor is legally liable, disturbs the Owner or Design Professional's benchmarks, Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re- establish the benchmarks and Contractor shall be liable for all costs incurred by Owner associated therewith. 26. EMERGENCIES. 26.1. In the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorization from Owner or Design Professional is obligated to act to TR- CA -H -19 �' 04 -3696 Golden Gate Parkway Intersection Improvements at 501h Street S.W. prevent threatened damage, injury or loss. Contractor shall give Ir o 6ect 1 anager written notice within forty -eight (48) hours after the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Project Manager determines that a change in the Contract Documents is required because of the action taken in response to an emergency, a Change Order shall be issued to document the consequences of the changes or variations. If Contractor fails to provide the forty -eight (48) hour written notice noted above, the Contractor shall be deemed to have waived any right it otherwise may have had to seek an adjustment to the Contract Amount or an extension to the Contract Time. 27. USE OF PREMISES. 27.1. Contractor shall maintain all construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other lands and areas permitted by law, rights of way, permits and easements, and shall not unreasonably encumber the Project site with construction equipment or other material or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28. SAFETY. 28.1. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 28.1.1. All employees on or about the project site and other persons and /or organizations who may be affected thereby; 28.1.2. All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3. Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 28.2. Contractor shall comply with all applicable codes, laws, ordinances, rules and regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of underground structures and improvements and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation or replacement of their property. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as the Work is completed and final acceptance of same by Owner has occurred. TR- CA -H -20 04 -3696 Golden Gate Parkway Intersection Improvements at 50`h Street S.W. 1661 28.3. Contractor shall designate a responsible representative at the Project site whose duty shall be the prevention of accidents. This person shall be Contractors superintendent unless otherwise designated in writing by Contractor to Owner. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre- construction conference with the Project Manager, Design Professional and others as appropriate to discuss the Progress Schedule, procedures for handling shop drawings and other submittals, and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project Manager with respect to the Project, when directed to do so by Project Manager or Design Professional. The Contractor shall have its subcontractors and suppliers attend all such meetings (including the pre - construction conference) as may be directed by the Project Manager. 30. VENDOR PERFORMANCE EVALUATION Collier County has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion/termination of agreement. 31. MAINTENANCE OF TRAFFIC POLICY For all projects that are conducted within a Collier County Right -of -Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportations Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference. Copies are available through Risk Management and /or Purchasing Departments, and is available on -line at colliergov.net/purchasing. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the MOT policy will be enforced under this Contract. TR- CA -H -21 04 -3696 Golden Gate Parkway Intersection Improvements at 501h Street S.W. All costs associated with the Maintenance of Traffic shall be include n Rl item on the bid proposal page. MOT is to be provided within ten (10) days of receipt of Notice of Award. 31. DIRECT PURCHASE 32.1 The County reserves the right to require Contractor to assign some or all of its agreements with material suppliers directly to the County. Any such goods and /or materials purchased by the County pursuant to such an assignment of a material supply agreement shall be referred to as "County Furnished Materials" and the responsibilities of both the County and the Contractor relating to said materials shall be governed by the terms and conditions of this Bid which shall take precedence over other conditions and terms of this Bid where inconsistencies or conflicts exist. Additionally, the County; at it's sole option; may choose to purchase some or all of the goods and /or materials from other suppliers. In either instance the County may require the following information from the Contractor: A. Required quantities of material. B. Specifications relating to goods and /or materials required for job including brand and /or model number or type if applicable C. Pricing and availability of goods and /or materials provided under Contractor's agreements with material suppliers 32.2 Purchasing _- Upon receipt of a proper requisition (including appropriate backup material(s), the Purchasing Department shall issue a Purchase Order for the material required. Each Purchase Order shall contain the County's certificate of exemption number. The �. Purchase order shall be given to the Project Manager for completion of the ordering process. Unless the following items were included in the quote provided by the vendor to the Project Manager, the Purchase Order shall also provide for reimbursement of the - cost to the supplier for: A. Shipping and handling B. Insurance costs C. Performance Bond 32.3 General Terms and Conditions A. Contractor shall be required to maintain records of all County- furnished materials that it incorporates into the project from th e furnished materials in its possession. Such records E- monthly to the Project Manager or their designee information on materials that have 1. Been delivered in possession and /or 2. been incorporated into the project. TR- CA -H -22 04 -3696 Golden Gate Parkway Intersection Improvements at 50'h Street S.W. stock of County - shall be furnished and shall include to the Contractor's 1661 B. Notwithstanding the transfer of County - furnished materials by the County to the Contractor's possession, the County shall retain legal and equitable title to any and all County- furnished materials. C. The transfer of possession of County- furnished materials from the County to the Contractor shall constitute a bailment for the mutual benefit of the County and the Contractor. The County shall be considered the bailor, and the Contractor the bailee fo the County- furnished materials. County- furnished materials shall be considered returned to the County for purposes of their bailment at such time as they are incorporated into the Project. D. The County shall purchase and maintain insurance sufficient to protect against any loss or damage to County- furnished materials. Such insurance shall cover the replacement cost of any County- furnished materials not yet incorporated into the Project during the period between the time the County _. first takes title to any such materials and the time when the last of said materials are incorporated into the project. E. The County shall in no way be liable for any interruption or delay in the project, for any defects or other problems with the project, or for any additional costs resulting from any delay in the delivery of, or defects in, County- furnished materials, except in the event of the County's gross negligence or willful misconduct. F. Nothing herein contained shall create or be construed as creating a partnership between the County and the Contractor or to constitute the Contractor as an agent of the County. TR- CA -H23 i 04 -3696 Golden Gate Parkway Intersection Improvements at 50 " Street S.W. 1661 EXHIBIT I SUPPLEMENTAL TERMS AND CONDITIONS TR- CA -1 -1 04 -3696 Golden Gate Parkway Intersection Improvements at 5e Street S.W. 1681 EXHIBIT J TECHNICAL SPECIFICATIONS TR- CA -J -1 04 -3696 Golden Gate Parkway Intersection Improvements at 501' Street S.W. 1661 EXHIBIT J -1 - TECHNICAL SPECIFICATIONS — ROADWAY THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' (2004 EDITION, AS AMENDED TO DATE), AND THE FOLLOWING SPECIAL PROVISIONS AMENDING THE STANDARD SPECIFICATIONS, ARE HEREBY ADOPTED AND MADE A PART OF THE CONTRACT DOCUMENTS. IN CASES OF DISCREPANCY, THE GOVERNING ORDER OF THE DOCUMENTS SHALL BE AS FOLLOWS: 1. Advertisement for bids, instructions to bidders, proposal, contract form, payment and performance bond. 2. Construction Plans 3. Technical Specifications 4. FDOT 2004 Design Standards 5. FDOT Standard Specifications for Roadway and Bridge Construction GENERAL NOTE: Many sections within Division I of the FDOT Standard Specifications for Road and Bridge Construction, 2004 Edition, have been deleted by this Exhibit J -1, and in some cases replaced by provisions within Exhibit H. For the Contractor's convenience, the Owner has attempted to identify the provisions(s) in Exhibit H replacing the deleted sections. However, the Contractor is responsible for reviewing all contract documents and the Owner's failure to cross reference a deleted section with its replacement section or sections in Exhibit H shall not relieve the Contractor from complying with the requirements included in Exhibit H. If a section within the FDOT Standard Specifications for Road and Bridge Construction, 2004 Edition, is deleted by this Exhibit J -1 and there is no corresponding replacement provision within Exhibit H, that section is deleted and not applicable to this project. Any references in Division H to sections within Division I which have been deleted and replaced by provisions in Exhibit H shall be treated as references to the applicable sections within Exhibit H. J -1 -1 1681 LIST OF REVISIONS TO THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2004 EDITION DIVISIONI ....................................................................................................... ..............................3 GENERAL REQUIREMENTS AND COVENANTS .................................................. ..............................3 SECTION 1 - DEFINITIONS AND TERMS .............................................................. ..............................3 SECTION 2 - PROPOSAL REQUIREMENTS AND CONDITIONS ....................... ..............................4 SECTION 3 - AWARD AND EXECUTION OF CONTRACTS ............................... ..............................4 SECTION4 - SCOPE OF WORK ............................................................................... ..............................4 SECTION5 - CONTROL OF THE WORK ................................................................ ..............................4 SECTION6 - CONTROL OF MATERIALS .............................................................. ..............................5 SECTION 7 -LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC ....................... 7 SECTION 8 - PROSECUTION AND PROGRESS ................................................... .............................10 SECTION 9 - MEASUREMENT AND PAYMENT ................................................. .............................12 DIVISIONII ...................................................................................................... .............................14 - CONSTRUCTION DETAILS ....................................................................................... .............................14 SECTION 100 - CONSTRUCTION EQUIPMENT - GENERAL REQUIREMENTS ..........................14 SECTION 102 - MAINTENANCE OF TRAFFIC ...................................................... .............................14 SECTION 110 - CLEARING AND GRUBBING ....................................................... .............................14 SECTION 120 - EXCAVATION AND EMBANKMENT ....................................... .............................15 SECTION 125 - EXCAVATIONS FOR STRUCTURES ........................................... .............................16 SECTION160 - STABILIZING ................................................................................. .............................17 SECTION200 - LR%4EROCK BASE .......................................................................... .............................17 SECTION 285 - OPTIONAL BASE COURSE ........................................................... .............................17 SECTION 300 -PRIME AND TACK COATS FOR BASE COURSES .................... .............................18 SECTION 330 -HOT BITUMINOUS MIXTURES - QUALITY ASSURANCE GENERAL CONSTRUCTION REQUIREMENTS AND ACCEPTANCE PROCEDURES ......... 18 SECTION 430 - PIPE CULVERTS AND STORM SEWERS ................................... .............................18 SECTION575 - SODDING ....................................................................................... .............................19 SECTION700 - HIGHWAY SIGNING .................................................................... .............................20 r_ DIVISION III ... .............................21 .................................................................... ............................... MATERIALS.....» ............................................................................................... .............................21 SECTION941 - CONCRETE PIPE .......................................................................... .............................21 J -1 -2 SPECIAL PROVISIONS DIVISION I GENERAL REQUIREMENTS AND COVENANTS SECTION 1— DEFINITIONS AND TERMS ARTICLE 1 -3 Advertisemen t - Delete the definition of this term in its entirety and substitute the following in lieu thereof. "Advertisement. An official Notice to Contractors stating the time and place for submission of sealed proposals on designated projects or proposed work. This notice contains a description of the proposed work, instructions to the bidder regarding proposal forms, proposal guaranty, plans, specifications, and the reservation of the right of the County to reject any or all bids." ARTICLE 1 -3 Change Order - Change the first line and part of the second line of this definition to read as follows: "Change Order. A written order issued by the Engineer to the Contractor covering minor changes in the plans..." ARTICLE 1 -3 Department - delete the definition of this term in its entirety and substitute the following. "Collier County Board of County Commissioners ". ARTICLE 1 -3 Engineer - Delete the first four (4) words of the first sentence and substitute the following in lieu thereof. "The Transportation Administrator, Collier County, Florida, or his designee..." ARTICLE 1 -3 Holidays - Delete the definition of this term in its entirety and substitute the following in lieu thereof. "Holidays. Days designated by the Board of County Commissioners, Collier County, Florida" ARTICLE 1 -3 Laboratory - Delete the definition of this term in its entirety and substitute the following in lieu thereof. "Laboratory - The official testing laboratories of Collier County or other such laboratories as may be designated by the Engineer." ARTICLE 1 -3 Secretary - Delete the definition of this term in its entirety and substitute the following in lieu thereof. "l -3 Chairman. The Chairman, Board of County Commissioners, Collier County, Florida, acting directly or through either the County Manager or the Transportation Administrator." ARTICLE 1 -3 State -Delete the title and provision of this article in its entirety and substitute the following in lieu thereof "1 -3 County. The Board of County Commissioners, Collier County, Florida, as Owner." J -1 -3 1681 SECTION 2 — PROPOSAL REQUIREMENTS AND CONDITIONS - ARTICLE 2 -1 THRU 2 -12 Delete Section 2 in its entirety and refer to 'Instructions to Bidders ", Parts "B" & "C" of the Agreement. SECTION 3 — AWARD AND EXECUTION OF CONTRACT ARTICLE 3-1 THRU 3 -9 Delete Section 3 in its entirety and refer to "Instructions to Bidders ", Parts "B" & "C" of the Agreement. SECTION 4 — SCOPE OF WORK ARTICLE 4-1 THRU 4 -6 Delete Section 4 in its entirety and refer to the "Agreement", Part "D" of the Agreement. SECTION 5 — CONTROL OF THE WORK ARTICLE 5 -1 Delete in its entirety. See Exhibit H. ARTICLE 5-2 Delete in its entirety. See Section 1.3 in Exhibit H. ARTICLE 5 -3 Delete in its entirety. See Section 1.1 and Section 23 in Exhibit H. ARTICLE 5-4 Delete in its entirety. See Section 1.2 in Exhibit H. ARTICLE 5 -5 Delete the provision of this article in its entirety and substitute the following in lieu thereof "The Engineer shall order changes and execute supplemental agreements as he may decide as provided for under the Sections of these specifications. The provisions of this article or elsewhere in this Contract regarding administration by the Owner or action taken pursuant thereto are not intended to and shall not relieve the Contractor of his responsibility for the management of the work either as regards sufficiency or the time of performance." - Subarticle 5 -7.6 Delete the provisions of this article in their entirety and substitute the following in lieu thereof "The cost of performing construction surveying and layout work as described herein shall be included in the various work items to which it is incidental. No additional payment shall be made for it. Additional construction surveying and layout work necessitated as a result of authorized increases in -- contract pay quantities shall be included in the affected contract unit prices. No separate payments shall be authorized by the Engineer ". ARTICLE 5-8 Delete in its entirety. See Section 24 in Exhibit H. ARTICLE 5-9 Delete in its entirety. See Section 22 & 23 in Exhibit H. ARTICLE 5 -10 Delete in its entirety. See Section 20 in Exhibit H. ARTICLE 5 -11 Delete in its entirety. See Section 20 in Exhibit H. ARTICLE 5 -12 Delete in its entirety. See Section 11 in Exhibit H. — J -1-4 1681 ARTICLE 5 -13 Delete in its entirety. See Section 11 in Exhibit H. ARTICLE 5 -14 Section 5 is expanded by the following new Article: "5 -14 AS -BUILT DRAWINGS AND RECORD DRAWINGS. The Contractor shall keep and maintain one (1) Contract copy of all project plans, drawings, specifications, addenda, written amendments, change orders, work directive orders, supplemental agreements, and other written interpretations and clarifications, which shall be annotated by the Contractor to show updated construction deviations as well as design changes authorized by the Engineer during construction. These final plans titled "as- built" record plans shall become the ownership of the County All work under this item shall conform to Florida Statute Chapter 472, and Chapter 61 G -17 -6005 Florida Administrative Code: The cost of preparing, maintaining, and providing "as- built" plans and documents as specified in this — article shall be included in the Lump Sum Payment for Maintaining and Providing "As- Built" Plans, Contract Pay Item No. 101 -1 -1. Final payment shall not be authorized by the Engineer until such time as the Contractor submits a complete set of certified "as- built" plans and other documents in satisfactory condition and quantity as specified in this article. SECTION 6 - CONTROL OF MATERIALS ARTICLE 6 -1 Delete this article in its entirety. Subarticle 6-3.4 Delete this subarticle in its entirety. Subarticle 6 -4.4 Add the following to this subarticle; "The contractor shall pay for the County's cost of all unacceptable retests which are rejected at the source of supply". Subarticle 6 -5.1 Delete the last sentence of this subarticle and add the following paragraph: "Except where otherwise indicated in these specifications, the on -site project field testing of selected materials and laboratory testing of concrete and soil materials required by the Engineer shall be provided by and at the expense of the County and the Contractor shall coordinate and schedule the required testing. Also, the Contractor shall pay for the cost of all unacceptable field and laboratory tests which reveal that the materials failed to meet the requirements of these specifications. The cost of such failing tests and re- testing will be deducted from the amount due the Contractor on the final pay estimate. The cost per test will be the same total cost per test paid by the County. The Contractor shall notify the Engineer twenty-four (24) hours prior to the time of required testing so that the Engineer may arrange to have his representative present." Subarticle 6 -5.6 Subarticle 6 -5.6 is expanded by the following new sub - subarticle: "6 -5.6.1 REVIEW AND ACCEPTANCE OF MATERIALS. The Contractor shall furnish to the Engineer, for review, all Contractor's, subcontractor's and manufacturer's drawings, which shall be deemed to include shop drawings, catalog cuts, brochures, illustrations, erection drawings, material lists and performance data, which may be required by the specifications, requested by the Engineer or otherwise necessary for the proper execution of the work. J -1 -5 1681 Unless otherwise provided, not less than two (2) copies, plus those copies necessary for the - Contractor's requirements, of all such drawings shall be submitted to the Engineer for review. The Contractor shall submit all such drawings to the Engineer in sufficient time to prevent delays in delivery of materials or in the progress or completion of the work. At the time of each submission, the Contractor shall, in writing, call the Engineer's attention to any intentional or known deviations that the shop drawings may have from the requirements of the contract documents. The data shown on the shop drawings shall be complete with respect to dimensions, specifications section, drawings number, date, design criteria, materials of construction and the like to enable the Engineer to review the information as required. Where called for, the Contractor shall furnish two (2) samples of each material, texture, color, etc., clearly labeled as to name and quality of material, manufacturer and application on the job. No work requiring a shop drawing or sample submission shall be started until each submission has been reviewed by the Engineer. The Engineer's review of shop drawings or samples will not relieve the Contractor from his responsibility for any deviations from the requirements of the Contract Documents unless the Contractor has in writing called the Engineer's attention to such deviations at the time of submission and the Engineer has given written comments on the specific deviation, nor will it relieve the Contractor from errors or omissions in the shop drawings. Shop drawing submittals processed by the Engineer shall not be construed as change orders; the purpose of shop drawing submittals is to demonstrate to the Engineer that the Contractor understands the design concept, and that his understanding is demonstrated by indicating the equipment and material to be furnished and installed. Corrections or changes indicated by the Engineer on the shop drawings do not constitute authorization to perform extra work. The review of shop drawings and schedules shall be considered general and shall not be construed as permitting any departure from the Contract requirements. The design drawings and contract specifications shall take precedence over the shop drawings in the event of deviations, discrepancies, or conflicts, regardless of the time of discovery of the deviation, discrepancy, or conflict. One (1) complete set of all review shop drawings and samples shall be kept at the site at all times. During work specified or shown on the shop drawings, the Contractor shall make no deviation from the reviewed drawings, and the changes made thereon by the Engineer, if any. The Contractor shall, upon completion of the work, furnish to the Engineer, two (2) complete sets of prints neatly bound together, and in good condition, of all the contractor's subcontractor's and manufacturer's drawings as finally checked and reviewed by the Engineer with all modifications - accepted by the Engineer subsequent thereto, showing the work as actually completed. Subarticle 6 -5.10 Delete the provisions of this subarticle in their entirety and substitute the following in lieu thereof "6 -5.10 Asphaltic Concrete Mix Designs: The responsibility for costs associated with mix(es) for asphaltic concrete shall be borne by the Contractor." Subarticle 6 -6.2 This subarticle is expanded as follows: J -1 -6 "For areas within the project limits approved by the Engineer as sites suitable for storage of materials, the Contractor shall, if deemed necessary by the Engineer, design, furnish, and install "temporary positive barrier systems" in conformance with the guidelines set forth in the U.S. Department of Transportation Warrants for Temporary Positive Barriers in Highway Work Areas, latest edition. The work of designing, furnishing, installing, maintaining and removing such barriers shall be included in the Contractor's price bid for Maintenance of Traffic, Contract Pay Item No. 102 -1. SECTION 7 — LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC Subarticle 7 -1.1 The followingparagraph is to be added at the end of this sub - article: "The Contractor's attention is directed to the fact that the noise generated by his construction equipment and/or operations must comply with all applicable Federal, State and local environmental regulations. In the event noise sensitive sites are identified during construction, the County may direct that effective and/or additional abatement measures be utilized. The Contractor shall specifically comply with Collier County Ordinance 77-4 as amended. No additional or separate payment shall be authorized to comply with the required abatement measures contained in this ordinance." Add the following subarticle to Article 7 -2: Subarticle 7 -2.2.1 "7 -2.2.1 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ( NPDES) PERMIT CONDITIONS: Storm Water Pollution Prevention Plan (PPP): The Owner shall be responsible for developing the PPP in accordance with the terms and conditions of the U.S. Environmental Protection Agency's NPDES General Permits for Storm Water discharges associated with Construction Activities. The Contractor, and his subcontractors, shall be responsible for implementing the best management practices and measures identified in the PPP. The Contractor, and any sub- contractor must acknowledge that he understands the terms and conditions of the EPA NPDES T General Permit. The Contractor and his subcontractors shall make such certification in the attached form entitled "Contractor's Certification Pollution Prevention Plan (J- 1 -9)." Such certification shall be made part of this contract document. In the event there are no permits required to construct the project, or the approved permits do not specifically address erosion and water pollution or they do not contain special conditions relating to erosion and water pollution, the project erosion control plan shall be governed by Subarticles 7 -1.1, 7 -2.2, 7 -8.1, 7 -8.2, and Articles 104 -1 through 104 -10." ARTICLE 7 -5 Delete the provisions of this article in their entirety and substitute the following in lieu thereof. "7 -5 Restoration of Surfaces Opened by Permit. The Owner reserves the right to allow parties other than the Contractor or its subcontractors, upon presentation of a duly authorized and satisfactory Collier County Rights -of -Way Permit, to make openings in the existing highway within the limits of construction. In all such instances, the Contractor will afford parties bearing such permits reasonable opportunity for the proper execution of the work under Permit including the right to store materials and equipment. All parties authorized to perform work within the right -of -way shall make, in an acceptable manner, all necessary repairs due to such openings J -1 -7 CONTRACTOR'S CERTIFICATION POLLUTION PREVENTION PLAN Facility Identification Facility Name: Golden Gate Parkway Intersection Improvements at 5016 Street S. W. Project No. 60016 Owner: Collier County Board of County Commissioners Facility Location: 50th Street south of Golden Gate Parkway City: Naples County: Collier State: Florida Latitude 26 °09' Longitude: 81 °43' Section: 28 Township: 49S Range: 26E Certification Statement I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharge associated with industrial activity from the construction site identified as part of this certification. (The certification must be signed by a responsible corporate officer which means a: 1) president, secretary, treasurer, or vice- president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision - making fimctions for the corporation or 2) for a partnership or sole proprietorship, by a general partner or the proprietor.) For: (Type name of company) By: (Principal's Signature) (Date) (Print or Type) Title: (Print or Type) Address: Telephone No: J -1 -8 1681 and such work ordered by the Engineer shall be subject to the conditions specified in Collier County Ordinance No. 82 -9 L" Subarticle 7 -7.2 Expand this subarticle as follows: "The Contractor's attention is directed to the fact that it will be his responsibility to determine the means of transport of the oversize and/or overweight structural members from the site of casting of fabrication to the project site." Subarticle 7 -7.3 Delete the text and substitute the following: "Where it is necessary to cross an existing County road or street, including specifically the existing and proposed travel lanes within the limits of the project, permits will be granted by the Engineer, upon the request of the Contractor, for such crossing by overloaded or oversize equipment and crossing will be permitted only at designated points. The Engineer will designate the point, or points, at which the crossing shall be made, and may require protection of the pavement at the crossing by use of lumber, planks, asphalt, fill or other materials. The Contractor will be required to provide flagging and watchman service, or approved signal devices, for the protection of traffic at all such crossings, in accordance with an approved maintenance of traffic plan to be submitted by the Contractor for such purpose." Subarticle 7 -7.5 Delete the text and substitute the following: "The Contractor shall, at Contractor's expense, hire a Professional Engineer, registered in the State of Florida, to analyze the effect of imposed loads on structures or underground facilities Resulting from the following operations: (1) Overloaded Equipment as defined in 7 -7.2 a) operating on or crossing over completed structures, or completed underground facilities. b) operating on or crossing over partially completed structures or partially completed underground facilities. (2) Equipment within legal load limits: a) operating on or crossing over partially completed structures or partially completed underground facilities. A completed structure or underground facility (storm, sanitary and water pipe systems; underground utility structures, etc.) is a structure or underground facility in which all elemental components comprising the total load carrying assembly have been completed, assembled and connected in their final position. The components to be considered shall also include any related mediums transferring load to any structure or underground facility such as backfill, embankment, subgrade, base and pavement where any such structure or underground facility is situated beneath the finished surface. The Professional Engineer shall determine the effect the equipment loads have on the structure and the procedures by which the loaded equipment can be used without exceeding the load capacity for which the structure was designed. The Contractor shall submit to the Engineer for approval two (2) copies of design calculation, layout drawings and erection drawings showing how his equipment is to be used so that the structures will not be over stressed. These requirements as specified under 7 -7.5 shall be prerequisite and mandatory to securing a permit for overloaded equipment as indicated in 7 -7.2 and 7 -7.3." ARTICLE 7 -9 Add the following to this article: "The Contractor must obtain written authorization from the Engineer prior to undertaking any work associated with the use of explosives. All such operations shall be performed in compliance with Collier County Ordinance No. 73 -11 and No. 82 -94, as may be amended. Rock excavation shall be attempted without blasting." J -1 -9 Subarticle 7 -11.1 The following is added to this subarticle: - "Damage to Collier County Water -Sewer District pipelines and structures shall be repaired in accordance to the Collier County Utilities Standards and Procedures Ordinance No. 97 -17 and all amendments thereto. All other property damaged shall be restored to a condition similar or equal to that existing before such damage or injury was done by the Contractor, and at his own expense, or he shall make good such damage or injury in an acceptable manner." Subarticle 7 -12.1 Delete this subarticle in its entirety. See Section 13 in Exhibit H. ARTICLE 7 -13 Delete this article in its entirety. See Section 13 in Exhibit H, and Exhibit B "Insurance Requirements". ARTICLE 7 -14 Delete this article in its entirety. See Section 25 in Exhibit H. ARTICLE 7 -16 Delete this article in its entirety. ARTICLE 7 -17 Delete the provisions of this article in their entirety and substitute the following in lieu thereof- "Supplemental Agreements (inclusive of Change Orders) shall be authorized in accordance with purchasing policies adopted by the Owner." SECTION 8 — PROSECUTION AND PROGRESS Subarticle 8-3.1 Delete this subarticle in its entirety. — Subarticle 8 -3.2 Delete the provisions of this subarticle in their entirety. See Section 3 in Exhibit H. Subarticle 8-3.3 In the ninth line delete the phrase "30 days" and substitute the phrase "90 days" in lieu thereof. Subarticle 8 -3.5 Delete the provisions of this subarticle in their entirety and substitute the following in lieu thereof- "After the award of contract and prior to the issuance of the `Notice to Proceed with Contract Work', a conference will be held to discuss the date for the `Notice to Proceed' and the effective date to be contained therein, to establish procedures for handling shop drawings and other submissions and for processing applications for payment, and to establish a working understanding between the parties as to Contractor's project management responsibilities. Present at the conference will be the Contractor and his Subcontractors, Utility companies and the Engineer. The time and place of this conference will be set by the Engineer. The Contractor shall be represented at the conference by a person authorized to speak on behalf of the Contractor, together with all of the Contractor's supervisory personnel who will be on the project continually; and shall submit all required plans, sketches, data and other material at that time as specified in the special provisions and standard specifications. The Contractor shall submit the following minimum information to the Engineer for his review and approval on or prior to the date established for the pre- construction conference: a. Name /qualifications of the Contractor's proposed full -time superintendent. b. Name qualifications of the Contractor's representative for implementing and J -1 -10 maintaining the Maintenance of Traffic plan during construction. c. Listing/qualifications of the Contractor's proposed subcontractors. - d. Project Schedule. e. Maintenance of Traffic plan. f. Quality control plan per section 330 -2.2 of the standard specifications. g. Type/location of Contractor's proposed field office if part of the Contract. h. Name /qualifications of Contractor's registered land surveyor and/or non - registered Land surveyor. i. Name/qualifications or Contractor's safety officer. Subarticle 8.3.6 Add the following new subarticle to article 8 -3. "8 -3.6 Progress Meetings: The Contractor shall attend regular progress meetings with and between the Owner field representatives and those of the Contractor, subcontractors, utility companies,_ and other parties having an interest in the Contract. The progress meetings shall be hosted by the Owner and held at locations to be mutually agreed upon by the Owner and the Contractor at two (2) week - intervals, unless otherwise required by specific construction conditions. The purpose of such meetings shall include, but not be limited to, discussing all general aspects of the project and specifically addressing problem areas, schedules, progress payments, and other construction related items and issues. The Contractor is further obligated to assign a person to each progress meeting for the express purpose of taking and formally documenting the minutes of the meetings. The Contractor shall submit formal minutes of each progress meeting in typed format to the Engineer for his review and approval no Iaer than seven (7) calendar days after the date on which each meeting - was held. The Contractor and the Engineer shall sign the minutes documents prior to distribution to all attendees." Subarticle 8 -4.1.1 Add the following new subarticle to article 8 -4.1. "8-4.1.1 Holiday and weekend work: If work is authorized by the Engineer on holidays and weekends, the Contractor shall notify the Engineer seventy two (72) hours in advance of the time and date on which the Contractor or any of his subcontractors propose to perform work during such time periods to afford the Engineer ample time to effectively schedule his inspection personnel in accordance with the Contractor's timetable." Subarticle 8 -4.2 Add the following to this subarticle: "Specific requirements pertaining to the sequence of operations for constructing the project and maintaining traffic shall be included in the Contractor's project schedule" Subarticle 8 -4.4 Delete the first paragraph in its entirety and substitute the following in lieu thereof. "The Contractor shall schedule his work, dispose of his materials, and operate his equipment in a manner so as to not interfere with or delay the operations of other contractors engaged in work - within or adjacent to the limits of construction under this Contract. Also, the Contractor shall, in accordance with the intent and spirit of the plans and specifications, coordinate and join his work to that of other contractors in the proper sequence as may be directed by the Engineer. "Other Contractors" as stated above shall mean the County, utility companies, or other general Contractors authorized by, or having separate agreements, with Collier County or the State of Florida Department of Transportation." Subarticle 8 -6.3 Delete the provisions of this subarticle in their entirety and substitute the following in lieu thereof. "8-63 Permission to Suspend Work. The Contractor is not authorized to suspend or cease construction activities, operations, or maintenance of constructed improvements, nor remove J -1 -11 1601 equipment or materials necessary for the uninterrupted continuance of the work, unless such suspensions or cessations of work are approved by the Engineer in writing. -- When the Prime Contractor's operations encounter or expose any abnormal condition which may indicate the presence of a hazardous waste, toxic waste, or contaminants, such operations shall cease immediately in the vicinity of the abnormal condition and the Engineer shall be notified. The presence of tanks or barrels; discolored earth, metal, wood, ground water, etc.; visible fumes; abnormal odors; excessively hot earth; smoke; or other conditions which appear abnormal may be indicators of hazardous or toxic wastes or contaminants and shall be treated with extraordinary caution. Every effort shall be made by the Contractor to minimize the spread of any contamination into uncontaminated areas. The Contractor will immediately provide for the health and safety of all workers at the job site, as well as making any provisions necessary for the health and safety of the public that may be exposed to any potentially hazardous conditions. Such provisions shall be according to any applicable laws, rules or regulation covering the hazardous conditions and will be in a manner commensurate with the gravity of the conditions. The Contractor will provide access to the area of the potential contamination. Preliminary investigation by the County will determine what course of action will be necessary for the security of the site and what steps are necessary under applicable laws, rules, and regulations for additional assessment and/or remediation work to resolve the contamination issue. The County will, as soon as possible, delineate the area(s) of contamination, any staging or holding area that may be required in conjunction with his work, and, in cooperation with the Contractor and Engineer, develop a work - plan that will provide a schedule of the County's operations with projected completion dates for the final resolution of the contamination issue. Upon delineation of the contaminated areas and any staging holding areas associated therewith, the County shall maintain jurisdiction over all activities therein. The Contractor will also be responsible for providing continuous access to these areas for the County and for representatives of any regulatory or enforcement agency having jurisdiction. The aforementioned schedule shall be used by both Contractor and County as a basis for planning -- the completion of both work efforts. Contract time extensions may be granted by the Engineer to the Contractor according to the provisions of 8- 7.3.2. It will be the responsibility of the Contractor to cooperate with the County to expedite the integration of the County's operations into the construction project. The Contractor will not be expected to engage in routine construction activities such as excavating, grading, or any type of soil manipulation, or in any construction processes that may be required to accommodate a construction feature if the handling of contaminated soil, surface water or ground water is involved in the process. All such routine construction activities will be by the County. Adjustments to quantities or to contract unit prices will be made according to any additions or reductions of work on the part of the Contractor in accordance with Article 9 -3 and Exhibit "H" of the Agreement. Under no circumstances will the Contractor resume operations in the affected area until so directed by the Engineer." Subarticle 8 -10.1 Delete this subarticle in its entirety J -1 -12 ■ � r SECTION 9 — MEASUREMENT AND PAYMENT Subarticle 9.5.1 Delete the third paragraph of this subarticle and substitute the following. The Owner will determine the amount retained in accordance with the following schedule: Percentage of Contract Amount Completed Amount Retained 0% to 50% 10% of value of Contract Amount work completed 50% to 100% 0% of value of work exceeding 50% of Contract Amount Collier County shall reserve the right to reduce the amount of the retainage withheld subject to the guidelines as set forth in the County's Purchasing Policy. Subarticle 9 -5.4 Delete the first paragraph of this subarticle and substitute the following: "When the Engineer has given the Contractor a written Notice of Final Acceptance, and the Contractor has furnished to the County all submittals required by the Contract such as invoices, materials certifications, etc. (excluding Contractor's letter of acceptance of final amount due) and the Engineer has determined that the measurement and computation of pay quantities is correct, the retainage may be reduced to $1,000.00 plus any amount the County elects to deduct for unsatisfied claims for labor or material or for defective work as provided in 9 -5.3." Subarticle 9 -5.5.1 Add the following condition to the second paragraph: "(7) The Engineer will not authorize partial payments for materials stockpiled until such time as the Contractor furnishes the County evidence of legal title for the materials under consideration, free of liens or encumbrances of any kind. In addition to the receipt of certified invoices to document the value of materials received, the Engineer may request a properly executed Affidavit or Release of Lien attesting to the purchase of such materials." Subarticle 9 -5.6 Delete the first paragraph in its entirety and substitute the following: "The prime Contractor shall certify that all subcontractors having an interest in the Contract were paid for satisfactory performance of their Contracts and that the retainage is returned to subcontractors within 30 days after satisfactory completion of all the subcontractor's work and materials furnished." Subarticle 9 -6.1 Add a second paragraph that states the following: "Not later than one month after the date of completion of the project, the Contractor shall furnish to the Engineer a certification of construction materials procured for the project by the prime and all subcontractors. This certification shall consist of a summary showing the quantity, unit of measure and kind of material, name of supplier and inclusive dates of purchase and shall include an affidavit, all to be completed on forms which are to be furnished by the Engineer or copies made therefrom." J -1 -13 1661 ARTICLE 9 -8 Delete the provisions of the second paragraph in their entirety. Delete the provision of Paragraphs (f), (g) and (h) in their entirety. ARTICLE 9 -9 Delete the provisions of this article in their entirety and substitute the following in lieu thereof- 119-9 Payments (1) As used in this article the terms "dispute" or "pending claim" refer to a dispute or pending claim between the the Prime Contractor and the Owner. (2) The Engineer will petition the Board of County Commissioners to authorize Release of Final Payment within ninety (90) days of receipt by the Engineer of all documents which are required by the Contract from the Contractor with the exception of the Affidavit and Release of all Claims, and the receipt of a consent letter from the Contractor's Surety for release of payment of the retained percentage and final estimate to the Contractor. Should the Contractor, due to his own actions, fail to return the Affidavit and Release of all Claims and the Surety's consent to the Engineer, within sixty (60) days of the above established date, then Final Payment will be made by the Board of County Commissioners within thirty (30) days of receipt by the Engineer of said documents. Final Payment shall not be made as to any amount which is in dispute or the subject of a pending claim; and provided further, that Final Payment shall be so made as to that subject of a pending claim; and provided further, that Final Payment shall be so made as to that portion of a Contract or those amounts which are not in dispute or the subject of a pending claim. Such partial payments, however, shall not constitute any bar, admission or, estoppel, or have any effect as to those payments in dispute or the subject of a pending claim. The Contractor will receive the Final Payment within ninety (90) days of receipt of all documents required by the Contract or within thirty (30) days after receipt of the Affidavit and Release of all Claims and the Surety's consent to the Engineer, if authorization for Release of final Payment is given by the Board of County Commissioners pursuant to Section 8 -11. ARTICLE 9 -10 Delete the provisions of this article in their entirety and substitute the following in lieu thereof 119 -10 Final Affidavit and Release of all Claims by Contractor. Upon completion of the work and before the Final Payment is made, the Contractor shall execute an Affidavit and Release of All Claims in favor of the Owner in the manner and on the form as contained in the contract documents." ARTICLE 9 -11 Add the following article to Section 9. "Before Final Payment will be approved, the Contractor shall furnish to the Owner a guarantee in the form as found in the contract documents ". DIVISION 11 CONSTRUCTION DETAILS SECTION 100 — CONSTRUCTION EQUIPMENT — GENERAL REQUIREMENTS ARTICLE 100 -1 Delete the provisions of this article in their entirety and substitute the following in lieu thereof. 100 -1 General Unless restricted to a specific type by the Contract Documents or the Engineer, the Contractor may perform the work using equipment, tools, machinery, etc., of his own choosing. Note that facilities to be constructed under the Contract are adequate to support only their design loads in their J -1 -14 1681 completed construction stage. If the Contractor's equipment or procedures during construction damage any part of the facility, the Contractor shall replace it as directed by the Engineer at no expense to the Owner. Subarticle 100 -2.1 This subarticle is expanded as follows: The Contractor is hereby responsible to provide, operate, and maintain all equipment (motor vehicles, mechanized equipment, and marine operations) in strict conformance with Part 1926: Safety and Health Regulations for Construction of the 29 Code of Federal Regulations (29 CFR) as published by the U.S. Department of Labor, Occupational Safety and Health Administration. ARTICLE 100 -4 The following new article is added "100 -4 Protection of City of Naples Raw Water Main. 100 -4.1 Contractor's Responsibility. The Contractor shall be responsible to protect the City of Naples existing 36" raw water main along Golden Gate Parkway. He is also required to maintain the water main in service at all times. The Contractor shall comply with the following requirements: a) Assuring the identification of the raw water main location at all times and during all construction activities; b) Not performing activities over the raw water main which have the potential of damaging the water main by placement of a heavy "point" loading on the raw water main; and, Not performing vibratory compaction with heavy equipment exceeding an operating weight of 35,000 pounds when such equipment is working within three (3) feet (horizontal and/or vertical) of the raw water main. 100 -4.2 Water Main repairs. Where the Contractor damages the raw water main, the Contractor without delay, shall immediately repair the damage at his expense. Approval of water main repairs shall be subject to approval of the Engineer. Where the Contractor damages the raw water main and the raw water main remains out of service for a periods of more than eight (8) hours, the Contractor shall be responsible for the immediate repair and shall be liable for payment of Special Liquidated Damages on a per hour basis of $300.00 per hour for every hour or part thereof above the eight (8) hour amount. The determination of the hours in default subject to these Special Liquidated Damages shall be based on the time the raw water main is "out of service" as documented by the City of Naples to the Engineer. 100 -4.3 Basis of Payment. The work and all incidental costs specified as being covered under Article 100 -4 above will be paid for at the contract lump sum price for the item of Protection of City of Naples Raw Water Main. Any additional cost in meeting these protection and maintenance responsibilities, above and beyond those responsibilities and requirements already set forth in the FDOT Standard Specifications for Road & Bridge Construction and other contract provisions speficed elsewhere in the Contract Plans and Specifications, shall also be included in this item. Payment shall be made under: Item 100 -1 - Protection of City of Naples Raw Water Main - lump sum." J -1 -15 1681 SECTION 105 - CONTRACTOR QUALITY CONTROL GENERAL REQUIREMENTS Subarticle 105 -5.4 The text is deleted and the following substituted: "The Contractor shall provide trained flaggers to direct traffic where one -way operation in a single lane is in effect and in other situations as required. Training of the flaggers shall be provided by an individual who is certified by the Florida Department of Transportation (FDOT) in an Advanced Maintenance of Traffic Course. FDOT approved training materials shall be used for this training." SECTION 110 - CLEARING AND GRUBBING Subarticle 110 -2.4 Delete the provisions of this article and substitute the following in lieu thereof "The Contractor shall remove and dispose of all boulders encountered within the limits of construction and which shall not be incorporated into the embankment, as specified under Section 120.: SECTION 120 — EXCAVATION AND EMBANKMENT.. Subarticle 120 -2.2 Delete the provisions of these subarticles in their entirety and substitute the following in lieu thereof. "120 -2.2 Regular Excavation. Regular excavation shall consist of the excavation and the satisfactory on -site utilization or satisfactory off -site disposal of all types of materials, including loose rock and boulders, which are encountered within designated excavation areas shown in the plans as necessary for the construction of the roadway embankment, roadway shoulders, roadway ditches, and other roadway and drainage improvements. The work of regular excavation shall include proper maintenance of excavated areas throughout the term of this Contract. If suitable materials are encountered which are not deemed acceptable by the Engineer for incorporation into the planned improvements, all quantities of such materials shall be disposed of by the Contractor at off -site locations approved by the Engineer; the payment of such work shall be made under contract pay item No. 120 -1, Regular Excavation. If the actual quantity of suitable roadway excavation materials is less than specified in the proposal and plans, appropriate upward adjustments shall be authorized by the Engineer under the work of Embankment, Contract Item No. 120 -6." Subarticle 120 -2.2.1 Borrow Excavation. "Embankment shall consist of the excavation and satisfactory utilization of suitable material from off -site borrow pits provided by the Contractor as authorized by the Engineer. It shall only include quantities of material that are deemed suitable for construction of roadway embankments or of other work constructing embankments specified by the Contract. Appropriate downward or upward adjustments in the bid quantity of Embankment, contract pay item No. 120 -6, shall be authorized by the Engineer if deemed necessary because of changed conditions under the work classes of excavation, subsoil excavation, or lateral ditch excavation." Subarticle 120 -4.2 Add the following new paragraph to this subarticle: J -1 -16 16B1 "Existing suitable bituminous hot mix and surface treatment pavement materials which are not suitable for Reclaimed Asphalt Pavement may be incorporated into the twelve (12) inch thick subgrad'e as a stabilizing additive, subject to the provisions of Sections 160 and 914 of the Standard Specifications and approval of the Engineer. Existing pavement materials may also be used in the embankment subject to the provisions of Section 120 of the Standard Specifications." Subarticle 120 -6.2 Add the following new paragraph to this subarticle: "Appropriate embankment materials shall be obtained from off -site areas furnished by the Contractor. As such, it shall be the Contractor's responsibility to secure the necessary laboratory test, rights, permits etc. to ensure compliance with these specifications and local (County) and State laws, rules, ordinances, policies and the like pertaining to borrow pits." Subarticle 120 -8.2.5 Add the following new subarticle. "120- 8.2.5. Placing Inside Standard Minimum Slope: All embankment material obtained from off -site borrow areas to be used for normal embankment construction inside the standard minimum slope (approximately 2 to 1) shall have a limerock bearing ration (LBR) strength of at least thirty- five (35)." Subarticle 120 -143 Delete the provisions of this sub - article in its entirety and substitute the following in lieu thereof. -- "Embankment shall be measured at final position and shall also include all costs of all suitable materials for constructing the embankment." SECTION 125 — EXCAVATION FOR STRUCTURES ARTICLE 125-1 Add the following after the second to last sentence: "This section also includes the satisfactory removal of rock strata or rock boulders as may be encountered within the necessary excavation limits for bridge foundations, box culverts, pipe culverts, storm sewers, side drains, cross drains, and other similar structures indicated in the plans or listed in the fast sentence herein, including the replacement of select fill (compacted) in areas of over - excavation." Subarticle 125 -4.1 This subarticle is expanded by the following: "The Contractor(s) performing trench excavation shall adhere to OSHA trench excavation safety standards and special shoring requirements for trench excavation, if any, of the State or other political subdivisions. Inspections required by OSHA trench excavation safety standards shall be provided by the Contractor." ARTICLE 125 -13 Add the following statement: "The cost of excavating all types of materials (unclassified) including the blasting and removal of rock shall be included in the Contract pay items for structures as contained in the proposal for this project. Subarticle 125 -14.4 Delete the provisions of this subarticle in their entirety and substitute the following in lieu thereof "The work of strengthening foundations (as provided in 1254.2) shall not be paid for separately, but rather the costs of undertaking such work shall be included in the various Contract items requiring excavation." J -1 -17 1661 Subarticle 125 -14.7 Delete this subarticle in its entirety and substitute the following in lieu thereof. "When it cannot reasonably be anticipated from information contained in the plans, that material excavated for the structure will be unsuitable for use as backfill, and such material proves to be unsuitable for this use, the work of disposing of such material away from the site will be paid for by the Contractor as incidental to the structure requiring excavation, and the work of bringing in substitute material for the backfill will be paid for as specified for the particular case shown below: a) No additional payment will be made for backfill material obtained from surplus material available from the normal excavation or grading operations. b) When the necessary material is not available from the normal excavation or grading operations and no separate item for Borrow Excavation is included in the contract, any backfill material obtained by increasing the volume of excavation within the roadway right -of -way will be measured and paid for as regular excavation subject to the provisions of 9- 3.2.2. c) When authorization is given for obtaining the material from outside the right -of -way and from other than designated borrow areas, such excavation will be paid for as incidental to the structure requiring excavation." Subarticle 125 -14.8 Delete this subarticle in its entirety and substitute the following in lieu thereof. "125 -14.8 Pay Items: No separate payment will be made for excavating and backfilling for structures under this Section. All costs incidental thereto, including pipe bedding materials, shall be included in the contract price bid for the structure or items requiring excavation. SECTION 160 — STABILIZING Subarticle 160 - 7.2.1.2 Delete all text and schedule immediately following the first schedule and substitute the following in lieu thereof. "The following unsoaked bearing value requirement is based on test performed on sample obtained after mixing operations have been completed. Specified Bearing Unsoaked Bearing Undertolerance Value Value Required LBR 40 LBR 43 5.0 SECTION 200 — LIMEROCK BASE ARTICLE 200-2 Add the following to this Article. "At the Engineer's request, the Contractor shall furnish sufficient evidence, in a format deemed necessary by the Engineer, that the materials to be used in the construction of all limerock base meets or exceeds the requirements specified in Section 911. The Engineer may require, in addition to quality assurance reports which may be submitted by the Contractor for limerock material derived from the Contractor's source of - supply, additional tests from time to time throughout the duration of the project. The Contractor shall furnish all material for such tests." Subarticle 200 -6.3 Delete the provisions of this subarticle in their entirety and substitute the following in lieu thereof. J -1 -18 1681 "200 -6.3 Measurements. Thickness of the base shall be measured by the Engineer prior to authorizing the Contractor to begin the prime coat application, and shall be measured at intervals not exceeding 200 feet. Measurements shall be taken at any point on the cross section at each interval through holes not less than three (3) inches in diameter. The Contractor shall provide the required labor, materials and equipment necessary to undertake all core borings specified by this article. No separate payment for core borings shall be authorized; rather, the costs for such work shall be considered incidental to the contract pay items for limerock base." SECTION 285 — OPTIONAL BASE COURSE Subarticle 285 -6.1 Delete the provisions of this subarticle in their entirety and substitute the following in lieu thereof. "285 -6.1 Measurements: Thickness of the base shall be measured by the Engineer prior to authorizing the Contractor to begin the primes coat application, and shall be measured at intervals not exceeding 200 feet. Measurements shall be taken at any point on the cross section at each interval through holes not less than two (2) inches in diameter. The Contractor shall provide the required labor, material, and equipment necessary to undertake all core borings specified by this article. No separate payment for core borings shall be authorized; rather, the costs for such work shall be considered incidental to the contract pay items for optional base course." ARTICLE 285 -7 Delete the provisions of this article in their entirety and substitute the following in lieu thereof- "285-7 Calculations for Average Thickness of Base. The average thickness of the base shall be determined from borings taken by the Contractor, as specified in 285 -6.1, and shall be calculated from measurements taken by the Engineer as follows: — (a) When the measured thickness is greater than the design thickness as shown on the typical sections, in the plans and proposal, it shall be considered as the design thickness. (b) Any areas of base which are left in place (deficient in thickness of more than V2 inch from the design thickness) but for which no payment is to be made, as specified in 285 -6.1, shall not be taken into account in the calculations. (c) Where the material underlying the base is of such character that it is not readily distinguishable from the base material, thus making it impossible to establish the bottom of the base from core borings, the thickness of the base used in the measurement at such locations shall not exceed the specified thickness. (d) The Engineer may at his discretion, at the expense of the County, order additional core borings of base material prior to final acceptance of the project." SECTION 330: USE 2000 SPECIFICATIONS: — HOT BITUMINOUS MIXTURES QUALITY ASSURANCE - GENERAL CONSTRUCTION REQUIREMENTS AND ACCEPTANCE PROCEDURES Subarticle 330 -12.2 The text is deleted and the following substituted: "330 -12.2 Longitudinal Joints. Where only a portion of the width of pavement is to be laid and the exposed edge opened to traffic, the edge shall not be vertical but sloped or rolled over and sealed. J -1 -19 ■ When the adjacent strip is constructed, the Engineer may require the edge of the mixture in place to be trimmed back where it was sloped or rolled over to expose an unsealed or granular vertical face in — constructing the longitudinal joint for the adjacent - strip. Where the edge of the strip first laid is not opened to traffic, the edge shall be left joint for the adjacent strip." SECTION 331: USE 2000 SPECIFICATIONS: - TYPE S ASPHALT CONCRETE SECTION 430 — PIPE CULVERTS AND STORM SEWERS Subarticle 430 -4.4 Add the following: -- "During the grading operations it may be necessary for heavy construction equipment to travel over an installed pipe. Unless adequate protection is provided, the pipe may be subjected to load concentrations in excess of the design loads. Before heavy construction equipment is permitted to cross over a pipe, a temporary earth fill should be constructed to an elevation at least three feet over the top of the pipe. The fill should be of sufficient width to prevent possible lateral displacement of the pipe." Subarticle 430 -7.1.1 Applies for all pipes includingside drains. Subarticle 430 -7.1.2 Delete this subarticle in its entirety. Subarticle 430 -11.1 Delete the provisions of this subarticle in their entirety and substitute the following in lieu thereof 11430 -11.1. New Pipe.The quantities of storm sewer pipe, pipe culvert, cross drain pipe, side drain pipe, under drain pipe, and all similar drainage pipe materials specified in the proposal for this project shall be paid for on the basis of final measurements of accepted net lengths of the various types of pipe materials. Moreover the quantities to be paid for under this section for the various pipe types and sizes satisfactorily installed in under this section for the various pipe types and sizes satisfactorily installed in accordance with the plans are subject to amendments authorized by the Engineer; hence, the provisions of 9 -3.2 are applicable. In order that the Engineer may easily field measure the net length of pipe installed by the Contractor, backfilling of pipe trenches shall be coordinated with the Engineer. Where standard lengths of pipe must be field -cut to complete each particular run of a sewer system, the cost of such work shall be considered incidental to the various Contract items for pipe culverts and storm sewers." Subarticle 430 -12.9 The first paragraph of the subarticle is expanded as follows: - "Upon completion of the work, and prior to full payment, all new pipe construction and existing pipes and structures that are to remain in use will be inspected by the Engineer to ensure that they are free of all debris and thoroughly cleaned. The cost of such cleaning shall be considered incidental to the various contract items for storm sewer pipes and structures listed in the proposal" SECTION 575 — SODDING ARTICLE 575 -1 Delete the definition of this Article in its entirety and substitute the following in lieu there it 7 -1 -20 "575 -1 Description. The work specified in the contract calls for establishing a stand of grass, within the areas specified, by the furnishing and placing of grass sod, and rolling, fertilizing, watering, and maintaining the sodded area such as to assure a healthy stand of grass free of noxious plant material. Any plant officially listed as being noxious or undesirable by any Federal Agency, any agency of the State of Florida or Collier County Government jurisdiction in which the project is being constructed shall not be used. The Contractor shall furnish to the Engineer, prior to incorporation onto the project, a certification from the Florida Department of Agriculture and Consumer Services, Division of Plant Industry, stating that the sodding materials are free of noxious weeds. Any such noxious plant or plant part found to be delivered in the sod will be removed by the Contractor at his or her expense. ARTICLE 575-2 Delete the definition of this Article in its entirety and substitute the following in lieu thereof Article 575 -2 Materials. All turf supplied shall be "Nursery Grown" or "Field Grown" for the purposes of sodding and shall be a "Premium Grade Sod" as specified below. The sod shall be cut, delivered and/or laid in accordance with the following specifications or the most current and accepted Horticultural Industry's Standards and Practices whichever is more restrictive. All sod shall be delivered to the site and be accompanied with a delivery ticket listing quantity, origin, date and time the sod was cut and loaded. Sod shall be delivered at the specified site within a twenty -four (24) hour period after field cutting and shall be laid within a forty-eight (48) hour period after field cutting. Sod being transported for a time period greater than on (1) hour shall be covered during transport. The Contractor acknowledges that acceptance of any sod at any time of a Grade other than the Premium Grade specified in this Contract shall not establish a lessor standard or relieve the Contractor from providing the Premium Grade sod as specified for the duration of the Contract period. Premium Sod is defined as meeting the following specifications: Soil Suitability: The sod must be grown in soil compatible to that in which it will be installed. Sand grown sod is turf grown on 90% natural sand. Muck grown sod is turf grown on soil containing 50% or greater amounts of organic materials by volume. Healthy and Weed Free: Each sod pad shall be insect and disease free, vigorous and have healthy green color in appearance. The sod shall be freshly mowed prior to cutting, and shall be in a healthy condition when laid. The top growth (grass blades or foliage), shall have no more than ten percent (10 %) chlorosis within the top growth and contain no thatch or dead vegetation layer within each pad. Sod shall be 100% free of noxious weeds and 99% free of undesirable broad leaf weeds and grasses, but in no case shall the weeds exceed two percent (2 %) of the total sod pad. Pad Size: The individual sod pads shall be cut to industry standard widths and lengths with a deviation no greater than +/- five percent (5 0/6). Broken or uneven ended pads will not be accepted. Pad Thickness: The thickness of the cut sod shall be to the industry's standard, but in no case shall the thickness of the soil be less than one inch (1 ") in depth for St. Augustine and Bahia grasses. Strength of Pad: Standard size pads shall be mature, well rooted and contain a soil layer thick enough to provide a strength that will support the pad's weight and maintain it's size and shape when the pad is suspended vertically by hand on the upper ten percent (10 %) of the pad section without tearing apart. Moisture Content: The sod soil shall contain enough moisture so that the soil is not excessively dry or wet. In no case will the sod be accepted if the soil layer becomes hardened, loose so as not to hold it's shape, and/or hydrophobic in nature. The materials used in this work shall conform with the requirements of Division III. J -1 -21 Specific references are as follows: (1) Sod ....................... ............................... 981 (2) Fertilizer ................. ............................... 982 (3) Water ..................... ............................... 983 The use of dolomitic limestone will be required only when so shown in the plans or specifications. The type of fertilizer to be used and the rate of application shall be as shown in the plans or specifications. When no specific type is called for, Type I Fertilizer shall be used. SECTION 700 — HIGHWAY SIGNING Subarticle 700 -2.5 The text is deleted and the following substituted: "700 -2.5 Sign Background. Background sheeting and white legends, borders, and shields on all signs shall be Type III -A, III -B, or III -C sheeting." ARTICLE 700 -12 The following new article is added 11700 -12 Existing Signs. The Contractor is advised that all existing ground mounted and overhead signs within the project limits shall remain the ownership of the County. All such signs shall be utilized by the Contractor for maintenance of traffic purposes throughout the period of the Contract, and shall be removed and relocated to new locations within the project limits as deemed necessary and directed by the Engineer. The cost of work specified in this article shall be included in the Contract. At the completion of the contract or at such times as may be specified by the Engineer during execution of the contract, when individual signs are determined by the Engineer as no longer serving a useful function, the Contractor shall remove, clean, protect from damage, and stockpile such signs at selected locations within the project limits. The Engineer will deduct sufficient monies from the partial monthly estimates to cover the costs of signs which are indiscriminately damaged or destroyed by the Contractor's operations." DIVISION III MATERIALS SECTION 941: USE 2000 SPECIFICATIONS — CONCRETE PIPE (FOR CULVERT AND UNDERDRAINS) SUBARTICLE 941 -1.1 (Page 876) is deleted and the following substituted: _. 941 -1.1 General Specifications. Concrete pipe shall meet Class III design requirements as called for in the plans and the specific requirements of this Section. The process of manufacture and the details of the pipe design, including strength of concrete, will comply with the Standard Operating Procedure for the inspection of Precast Drainage Products. SUBARTICLE 941 -1.2 (Page 876) is deleted and the following substituted. 941 -1.2 Specific Requirements. 941 -1.2.1 Steel Reinforced Concrete Pipe. Meet ASTM C 76[ASTM C 76M] and the modifications to ASTM C 76 [ASTM C 76M] set forth in 941 -1.3. For Special Designs meet the requirements of ASTM C 655 [ASTM C655]. Pipe designated Class S, will meet the requirements for J -1 -22 1681 ASTM C655 [ASTM C655] and the 0.01 inch [0.03 mm] crack and ultimate D — loads given on the Roadway and Traffic Design Standards, Index 205. Such pipe shall be properly marked. 941 -1.2.2 Non - Reinforced Concrete Pipe: Meet ASTM C 985 [ASTM C 985M] and the ultimate D — loads given on the Design Standards, Index 205 with the following exception: Modify material requirements set forth in ASTM C 985 [ASTM C 985M] with the material requirements set forth in 941 - 1.3(a). Such pipe shall be properly marked. 941 -1.2.3 Fiber Reinforced Concrete Pipe. Meet ASTM C 1450 and the modification to ASTM 1450 set forth in 941 -1.7. Such pipe shall be properly marked. SUBARTICLE 941 -1.5 (Page 877) is deleted and the following substituted: 941 -1.5 Special Requirements for Pipe Joints when Rubber Gaskets are to be Used. SUBARTICLE 941 -1.5.1 (Page 877) is deleted and the following substituted: 941 -1.5.1 General. When rubber gaskets are to be installed in the pipe joint, the gasket shall be the sole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM C -433. Soil tight joints must be watertight to 2 psi [13.8 kPa]. Watertight joints must be watertight to 5 psi [34.5 kPa] unless a higher pressure rating is required in the plans. ARTICLE 941 -1 (Pages 876 -878) is expanded by the following new Subarticle: 941 -1.7 Modifications to ASTM C 1450: Modify the provisions of ASTM C 1450 with the following: Material requirements shall meet requirements set forth in 941- 1.3(a). In addition, fiber reinforced concrete pipe shall be designated Class S, Class I, Class II, Class III and Class IV. The corresponding strength requirements are given in the following table: Minimum Lon -Term Service D -Load: Pipe Class D Load D Load N /m/mm Lb /ft/ft S 30 600 I 40 800 II 50 1000 III 65 1350 IV 100 2000 The manufacturer shall provide the relationship between short-term crush loads required to achieve 100 -year long -term design loads. In addition, the manufacturer shall provide the relationship between the saturated and dry crush loads. The minimum dry crush load shall not be less than a factor of 2 times the long -term service load. The short term crush load shall be determined as required in Section 10.2 of ASTMC 1450 except the specimen shall be tested by the appropriate section of ASTM C 497, External Load Crushing Strength by the Three -Edge Bearing Test Method. Expand Section 5.1 of ASTM C 1450 with the following: The manufacturer shall state the type of fiber used in the pipe and provide the Department with documented evidence that the fibers employed are compatible with other materials of manufacture. The pipe manufacturer will establish quality control assurance procedures to ensure that the fibers used in the manufacture of the pipe are of consistent composition and quality. The assurance procedures will be subject to the approval of the Department. — Expand Section 6 of ASTM C 1450 with the following: The manufacturer shall state the minimum wall dimensions of the pipe that complies with the minimum crush loads presented in the table above. In lieu of Section 6.2 of ASTM C 1450 meet the following: The under run in length of a section of pipe shall not be more than 1/8 in/ft [10 mm/m] with a maximum of % inch [12.7mm] in any single pipe. In lieu of Section 6.3 of ASTM C 1450 meet the following: The average inside diameter shall -- not be less than the nominal size by more that 0.25 inch [6 mm] or 1.5% of the nominal size, whichever is the greater value. J -1 -23 1601 In lieu of Section 7.1 of ASTM C 1450 meet the following: All material tested under this Specification shall be tested in the saturated condition after immersion in water at an ambient temperature above 418F [58 C] for a period of 21 to 28 days immediately prior to testing. In lieu of Section 8 of ASTM C 1450 meet the following: Each length of pipe shall be provided with a joint for the purpose of maintaining alignment and to ensure a close joint. Joints shall be of a design and the ends of the pipe sections are laid together they will make a continuous line of pipe with a smooth interior free of appreciable irregularities and compatible with the tolerances in Section b. J -1 -24 1661 EXHIBIT K PERMITS TR- CA -K -1 "' 04 -3696 Golden Gate Parkway Intersection Improvements at 50`" Street S.W. -` EXHIBIT L 1661 PLANS AND SPECIFICATIONS PREPARED BY Transportation Engineering and Construction Management, Collier County AND IDENTIFIED AS FOLLOWS: AS SHOWN ON SHEETS 1 THROUGH 13. TR- CA -L -1 "� 04 -3696 Golden Gate Parkway Intersection Improvements at 50" Street S.W. ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP X43 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are fo be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routing order) Office Initials Date Contact appropriate. (Initial) Applicable) 2. �Z`b Agenda Item Number '3 3. a� k b C� 4. by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff 11 �'�e�S wc,.Wq Phone Number N/A (Not Contact appropriate. (Initial) Applicable) Agenda Date Item was �Z`b Agenda Item Number '3 Approved by the BCC a� k b C� Type of Document Attached by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original resolutions, etc. signed by the County Attorney's Office and signature pages from Documents Attached INSTRUCTIONS & CHECKLIST 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's �lyf signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 ITEM NO.: DATE RECEIVED: FILE NO.: RIOROUTED TO: l DO NOT WRITE ABOVE THIS LINE REQUEST FOR LEGAL SERVICES 0 i Date: September 29, 2004 % C. G To: Office of the County Attorney Attention: Scott Teach From: Kelsey Ward, Senior Purchasing & Contracts Agent � Purchasing Department, Extension 8949 Administrative Services Division Re: Contract No. 03 -3665; "Wetland Mitigation Credits" Southwest Florida Wetlands JV D /B /A Panther Island Mitigation Bank; Contractor BACKGROUND OF REQUEST: This Contract was approved by the BCC on September 28, 2004; Agenda Item 16(B)(3). This item has not been previously submitted. ACTION REQUESTED: Contract review and approval. OTHER COMMENTS: Scott, This is a standard contract with no changes. Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me. Purchasing would appreciate notification when the documents exit your office. Thank you. C: Gregg Strakaluse; TECM Director Division of Corporations • t' � v SOUTHWEST FLORIDA WETLANDS, JV 3215 N.W. 10TH TERRACE, SUITE 209 FORT LAUDERDALE, FL 33309 Document Number G04254900153 Expiration Date 12/31/2009 Total Pages 000000001 Status ACTIVE Current Owners 000000002 Events Filed 000000000 No Filing History Previous on List Return to Name List Owner Information Date Filed 09/10/2004 County MULTIPLE FEI Number NONE Next on List =[jjj3215 & Address FEI Number Charter Number TLANDS, INC. EN GATE PKWY 65- 0735749 P97000020275 ES, FL 34105 MITIGATION, JV STREET, SUITE 209 65- 0741495 697147900072 ERDALE, FL 33309 .. .. ...... Document Images Listed below are the images available for this filing. THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http:// www .sunbiz.orglscriptslficidet.exe? action = DETREG &docnurn= G04254900153 &rdocnum= G942... 09/14/2004 • • 1663 September 16, 2004 Barbara Hecker Collier County Government Purchasing Department 3301 East Tamiami Trail Naples, FL 34112 Reference; Contract 04 -3665, "Annual Contract for Wetlands Mitigation" Dear Ms. Hecker: 1� Panther Island" CORPORATE OFFICE 3215 NW 10th Tcrrace Suite 209 Fort Lauderdale, FL 33309 Phone: 888.301.1707 954.462.1707 Fax: 954.462.4131 NAPLES OFFICE 3200 Bailey Lane Suite 158 Naples. FL 34105 Phone: 23; 403.7100 Fax: 239.403.8686 Enclosed please find five (5) executed copies for the above referenced Contract. We are also enclosing a copy of the Fictitious Name Statement for Southwest Florida Wetlands, JV for your files. If you have any questions, please do not hesitate to call. Sincerely, Michele Tedrick Executive Administrator /encl. Printed on recycled paper 1663 TeachScott From: hecker_b Sent: Friday, October 01, 2004 4:29 PM To: TeachScott Subject: FW: Contract # 04 -3665 / Wetlands Mitigation Scott, I am attaching the information you requested (2 pages) .... also, the person that I spoke to who said she is the Panther Island attorney is Anitra Landzi and her telephone number is (954)847 -3844. 01 Panther Island.tif - - - -- Original Message---- - From: ward_kelsey Sent: Friday, October 01, 2004 4:01 PM To: hecker_b Subject: FW: Contract # 04 -3665 / Wetlands Mitigation Barbara, Please forward the information that we received about the name registration to Scott. Since it happened recently, the website has not been updated. Thanks, Kelsey - - - -- Original Message---- - From: TeachScott Sent: Thursday, September 30, 2004 2:00 PM To: ward_kelsey Subject: Contract # 04 -3665 / Wetlands Mitigation Kelsey, In the course of reviewing the above contract I discovered that the owner of the business operating under the fictitious name "Panther Island Mitigation Bank" is registered as Collier Mitigation, JV (not Southwest Florida Wetlands JV). I was unable to find any entity identified as Southwest Florida Wetlands JV. Is this a recent name change that has not been registered with the State yet? Please advise so I can conclude my review of the contract. Scott R. Teach Assistant County Attorney 16R3'!% MEMORANDUM Date: October 4, 2004 TO: Kelsey Ward, Senior Purchasing & Contracts Agent Purchasing Department Administrative Services Division FROM: Ann Jennejohn, Deputy Clerk Minutes and Records Re: Contract No. 03 -3665; "Wetland Mitigation Credits" Southwest Florida Wetlands JV D /B /A Panther Island Mitigation Bank; Contractor Enclosed are three (3) original documents, as referenced above (Agenda Item #16113) approved by the Board of County Commissioners on Tuesday, September 28, 2004. Kindly forward the documents to the appropriate parties for their records. The Finance Department and Minutes & Records Department have their copies. If you should have any questions, you may contact me at 774 -8406. Thank you, Enclosures (3) 1683 Contract # 04 -3665 "Annual Contract for Wetlands Mitigation" AGREEMENT THIS AGREEMENT, made and entered into on this Z%:�S day ofl: ��, 2004, by and between Southwest Florida Wetlands JV, DBA Panther Island Mitigation Bank., hereinafter called the "Contractor" . whose address is 3200 Bailey Lane, #158, Naples, Florida 34105 and Collier County, a political subdivision of the State of Florida, Collier County, Naples, hereinafter called the "County ": WITNESSETH: 1. COMMENCEMENT. The Contractor shall commence the work following award of this Contract by the Board of County Commissioners, execution of this Agreement and upon issuance of a Purchase Order. The contract shall be for an initial one (1) year period. The County may, at its discretion and with the consent of the Contractor, extend the Agreement under all of the terms and conditions contained in this Agreement for three (3) additional one (1) year periods. The County shall give the Contractor written notice of the County's intention to extend the Agreement term not less than ten (10) days prior to the end of the Agreement term then in effect. 2. STATEMENT OF WORK. The Contractor shall provide wetlands mitigation credits in accordance with the terms and conditions of the specifications of Bid #04 -3665 "Annual Contract for Wetlands Mitigation Credits" and the Contractor's proposal hereto attached and made an integral part of this Agreement. 3. THE CONTRACT SUM. The County shall pay the Contractor for the performance of this Agreement the aggregate of the credits actually ordered and furnished at the per credit price of twenty four thousand dollars ($24,000), together with the cost of any other charges/ fees submitted in the proposal. 4. NOTICES. All notices from the County to the Contractor shall be deemed duly served if sent via mail or fax to the Contractor at the following Address: Southwest Florida Wetlands JV DBA Panther Island Mitigation Bank 3200 Bailey Lane, #158 Naples, Florida 34105 FAX: 239 - 403 -8686 1683 All Notices from the Contractor to the County shall be deemed duly served if sent via mail or fax to the County to: Collier County Government Center Purchasing Department - Building G 3301 Tamiami Trail, East Naples, Florida 34112 Fax: 239 - 732 -0844 The Contractor and the County may change the above mailing addresses or fax numbers at any time upon giving the other party written notification. All notices under this Service Agreement must be in writing. 5. NO PARTNERSHIP. Nothing herein contained shall create or be construed as creating a partnership between the County and the Contractor or to constitute the Contractor as an agent of the County. 6. PERMITS: LICENSES: TAXES. In compliance with Section 218.80, F.S., all permits necessary for the prosecution of the Work shall be obtained by the Contractor. Payment for all such permits issued by the County shall be processed internally by the County. All non - County permits necessary for the prosecution of the Work shall be procured and paid for by the Contractor. The Contractor shall also be solely responsible for payment of any and all taxes levied on the Contractor. In addition, the Contractor shall comply with all rules, regulations and laws of Collier County, the State of Florida, or the U. S. Government now in force or hereafter adopted. The Contractor agrees to comply with all laws governing the responsibility of an employer with respect to persons employed by the Contractor. 7. NO IMPROPER USE. The Contractor will not use, nor suffer or permit any person to use in any manner whatsoever, county facilities for any improper, immoral or offensive purpose, or for any purpose in violation of any federal, state, county or municipal ordinance, rule, order or regulation, or of any governmental rule or regulation now in effect or hereafter enacted or adopted. In the event of such violation by the Contractor or if the County or its authorized representative shall deem any conduct on the part of the Contractor to be objectionable or improper, the County shall have the right to suspend the contract of the Contractor. Should the Contractor fail to correct any such violation, conduct, or practice to the satisfaction of the County within twenty -four (24) hours after receiving notice of such violation, conduct, or practice, such suspension to continue until the violation is cured. The Contractor further agrees not to commence operation during the suspension period until the violation has been corrected to the satisfaction of the County. 9 1663 8. TERMINATION. Should the contractor be found to have failed to perform his services in a manner satisfactory to the County as per this Agreement, the County may terminate said agreement immediately for cause; further the County may terminate this Agreement for convenience with a seven (7) day written notice. The County shall be sole judge of non - performance. 9. NO DISCRIMINATION. The Contractor agrees that there shall be no discrimination as to race, sex, color, creed or national origin. 10. INDEMNIFICATION. The Contractor/ Vendor, in consideration of One Hundred Dollars ($100.00), the receipt and sufficiency of which is accepted through the signing of this document, shall hold harmless and defend Collier County and its agents and employees from all suits and actions, including attorneys' fees and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of this contract or work performed thereunder. This provision shall also pertain to any claims brought against the County by any employee of the named Contractor/ Vendor, any Subcontractor, or anyone directly or indirectly employed by any of them. The Contractor/ Vendor's obligation under this provision shall not be limited in any way by the agreed upon contract price as shown in this Contract or the Contractor/ Vendor's limit of, or lack of, sufficient insurance protection. The first One Hundred dollars ($100.00) of money received on the contract price is considered as payment of this obligation by the County. This section does not pertain to any incident arising from the sole negligence of Collier County. 11. CONTRACT ADMINISTRATION. This Agreement shall be administered on behalf of the County by the Transportation Engineering and Construction Management (TECM) Department. 12. COMPONENT PARTS OF THIS CONTRACT. This Contract consists of the attached component parts, all of which are as fully a part of the contract as if herein set out verbatim: Contractor's Proposal, Bid #04 -3665 Specifications, Terms and Conditions. 13. SUBJECT TO APPROPRIATION. It is further understood and agreed by and between the parties herein that this agreement is subject to appropriation by the Board of County Commissioners. c 16R� IN WITNESS WHEREOF, the Contractor and the County, have each, resp ec y b an authorized person or agent, hereunder set their hands and seals on the date and year first above written. ATTEST: Dwight E. By: U - Dated: A 4c�- ',Clerk o €courts ,C r an's First Witness TType /print witness nameT Second Witness TType /print witness nameT Approved as to form and leg sufficien Scott R. Teach Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: d- ,•yy�,�c.i Comrrfissioner Donna Fiala, Chairman Southwest Florida Wetlands JV, DBA Panther Island Mitigation Bank Contract x By: Signatur David L. John, Authorized Agent Typed signature and title CORPORATE SEAL (corporations only) Item # E0 Q7 Date Date Recd 4 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 7 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO - -e�' I „e THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP - Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) Office (last in routing order) Initials Date 1. 2. 3. 4. 5. Sue Filson, Executive Manager Board of County Commissioners PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Flsota t is t to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) N ame of Primary Staff Contact K�S \ Phone Number Agenda Date Item was W Q 1 A roved b the BCC 2� Agenda Item Number Type Document of Attached t�rM�r `C Number of Original Documents �J Attached INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is appropriate. Yes N/A (Not 1. Original document has been signed/initialed for legal sufficiency. (All documents to be (Initial) A licable signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature from pages contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board I and Possib State Officials.) 2• All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final contract date whichever is applicable. "Sign 4. here" tabs are placed on the appropriate pages indicating where the Chairman's and initials are required. r1nmost ases (some contracts are an exceptio n), the original document and this routing slip e provided to Sue Filson in the BCC office within 24 hours of BCC approval. cuments are time sensitive and require forwarding to Tallahassee within a certain e or the BCC's actions are nullified. Be aware of your deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip wWS Original 9.03.04 16R3 MEMORANDUM / Y Date: October 18, 2004 TO: Kelsey Ward, Senior Purchasing & Contracts Agent Purchasing Department Administrative Services Division FROM: Linda A. Houtzer, Deputy Clerk Minutes and Records Re: Contract #03 -3665; "Annual Contract for Wetlands Mitigation" with Ruby Red Equities Limited Partnership, d /b /a Big Cypress Mitigation Bank Enclosed are three (3) original documents, as referenced above (Agenda Item #16113) approved by the Board of County Commissioners on Tuesday, September 28, 2004. Kindly forward the documents to the appropriate parties for their records. The Finance Department and Minutes & Records Department have their copies. If you should have any questions, you may contact me at 774 -8411. Thank you, Enclosures (3) ITEM NO.: FILE NO.: ROUTED TO: (ou off- P/f6 - DO NOT WRITE ABOVE THIS LINE REQUEST FOR LEGAL SERVICES Date: October 14, 2004 To: Office of the County Attorney Attention: Scott Teach From: Kelsey Ward, Senior Purchasing & Contracts Agent Purchasing Department, Extension 8949 Administrative Services Division 3 AH DATE RECEIVE.EY 2004 OCT 14 PM 2: 20 Re: Contract No. 03 -3665; "Wetland Mitigation Credits" Ruby Red Equities Limited Partnership d /b /a Big Cypress Mitigation Bank; Contractor BACKGROUND OF REQUEST: This Contract was approved by the BCC on September 28, 2004; Agenda Item 16(13)(3). This item has not been previously submitted. ACTION REQUESTED: Contract review and approval. OTHER COMMENTS: Scott, This is a standard contract with no changes. Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me. Purchasing would appreciate notification when the documents exit your office. Thank you. C: Gregg Strakaluse; TECM Director � v De 1683 ontract # 04 -3665 "Annual Contract for Wetlands Mitigation" AGREEMENT THIS AGREEMENT, made and entered into on thisaY day of . 2004, by and between Ruby Red Equities Limited Partnership, d /b /a Big Cypre Mitigation Bank, hereinafter called the "Contractor" whose address is 5100 Tamiami Trail N., Suite 132, Naples, FL 34103 and Collier County, a political subdivision of the State of Florida, Collier County Naples, hereinafter called the "County ": WITNESSETH: 1. COMMENCEMENT. The Contractor shall commence the work following award of this Contract by the Board of County Commissioners, execution of this Agreement and upon issuance of a Purchase Order. The contract shall be for an initial one (1) year period. The County may, at its discretion and with the consent of the Contractor, extend the Agreement under all of the terms and conditions contained in this Agreement for three (3) additional one (1) year periods. The County shall give the Contractor written notice of the County's intention to extend the Agreement term not less than ten (10) days prior to the end of the Agreement term then in effect. 2. STATEMENT OF WORK. The Contractor shall provide wetlands mitigation credits in accordance with the terms and conditions of the specifications of Bid #04 -3665 "Annual Contract for Wetlands Mitigation Credits" and the Contractor's proposal hereto attached and made an integral part of this Agreement. 3. THE CONTRACT SUM. The County shall pay the Contractor for the performance of this Agreement the aggregate of the credits actually ordered and furnished at the per credit price of twenty four thousand dollars ($24,000), as offered by the Contractor, together with the cost of any other charges /fees submitted in the proposal. 4. NOTICES. All notices from the County to the Contractor shall be deemed duly served if sent via mail or fax to the Contractor at the following Address: Ruby Red Equities Limited Partnership, d /b /a Big Cypress Mitigation Bank 5100 Tamiami Trail N., Suite 132 Naples, FL 34103 FAX 239 - 415 -6211 1683 All Notices from the Contractor to the County shall be deemed duly served if sent via mail or fax to the County to: Collier County Government Center Purchasing Department - Building G 3301 Tamiami Trail, East Naples, Florida 34112 Fax: 239 -732 -0844 The Contractor and the County may change the above mailing addresses or fax numbers at any time upon giving the other party written notification. All notices under this Service Agreement must be in writing. 5. NO PARTNERSHIP. Nothing herein contained shall create or be construed as creating a partnership between the County and the Contractor or to constitute the Contractor as an agent of the County. 6. PERMITS: LICENSES: TAXES. In compliance with Section 218.80, F.S., all permits necessary for the prosecution of the Work shall be obtained by the Contractor. Payment for all such permits issued by the County shall be processed internally by the County. All non - County permits necessary for the prosecution of the Work shall be procured and paid for by the Contractor. The Contractor shall also be solely responsible for payment of any and all taxes levied on the Contractor. In addition, the Contractor shall comply with all rules, regulations and laws of Collier County, the State of Florida, or the U. S. Government now in force or hereafter adopted. The Contractor agrees to comply with all laws governing the responsibility of an employer with respect to persons employed by the Contractor. 7. NO IMPROPER USE. The Contractor will not use, nor suffer or permit any person to use in any manner whatsoever, county facilities for any improper, immoral or offensive purpose, or for any purpose in violation of any federal, state, county or municipal ordinance, rule, order or regulation, or of any governmental rule or regulation now in effect or hereafter enacted or adopted. In the event of such violation by the Contractor or if the County or its authorized representative shall deem any conduct on the part of the Contractor to be objectionable or improper, the County shall have the right to suspend the contract of the Contractor. Should the Contractor fail to correct any such violation, conduct, or practice to the satisfaction of the County within twenty -four (24) hours after receiving notice of such violation, conduct, or practice, such suspension to continue until the violation is cured. The Contractor further agrees not to commence operation during the suspension period until the violation has been corrected to the satisfaction of the County. 2 8. TERMINATION. Should the contractor be found to have failed to perform his services in a manner satisfactory to the County as per this Agreement, the County may terminate said agreement immediately for cause; further the County may terminate this Agreement for convenience with a seven (7) day written notice. The County shall be sole judge of non - performance. 9. NO DISCRIMINATION. The Contractor agrees that there shall be no discrimination as to race, sex, color, creed or national origin. 10. INDEMNIFICATION. The Contractor /Vendor, in consideration of One Hundred Dollars ($100.00), the receipt and sufficiency of which is accepted through the signing of this document, shall hold harmless and defend Collier County and its agents and employees from all suits and actions, including attorneys' fees and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of this contract or work performed thereunder. This provision shall also pertain to any claims brought against the County by any employee of the named Contractor/ Vendor, any Subcontractor, or anyone directly or indirectly employed by any of them. The Contractor/ Vendor's obligation under this provision shall not be limited in any way by the agreed upon contract price as shown in this Contract or the Contractor/ Vendor's limit of, or lack of, sufficient insurance protection. The first One riundred dollars ($100.00) of money received on the contract price is considered as payment of this obligation by the County. This section does not pertain to any incident arising from the sole negligence of Collier County. 11. CONTRACT ADMINISTRATION. This Agreement shall be administered on behalf of the County by the Transportation Engineering and Construction Management (TECM) Department. 12. COMPONENT PARTS OF THIS CONTRACT This Contract consists of the attached component parts, all of which are as fully a part of the contract as if herein set out verbatim: Contractor's Proposal, Bid #04 -3665 Specifications, Terms and Conditions. 13. SUBJECT TO APPROPRIATION. It is further understood and agreed by and between the parties herein that this agreement is subject to appropriation by the Board of County Commissioners. 3 IN WITNESS WHEREOF, the Contractor and the County, have each, re Ty an authorized persotj: Qr agent, hereunder set their hands and seals on the date and year first above written. g , BOARD OF COUNTY COMMISSIONERS ATTESTY,;Q 's COLLIER COUNTY, FLORIDA Dwight Brock; erlC (*Vourts By r' �' B Y� Dated: Z ; .r. Commi Toner Donna Fiala, Chauman (SEAL) � � � " AtUst as to Cbiir W . S i1y�d� 001y. Ruby Red Equities Limited, Partnership DBA Big Cypress Mitigation Bank yv� -c First Witness"- Lynn Zenczak 4TType/print , itness nameT cond itness Virginia Pennington TType /print witness nameT Approved as to form and 1 ficien Scott R. Teach Assistant County Attorney Douglas Cordello /Vice President Typed signature and title CORPORATE SEAL (Corporations only) Item # «'LL -5' Agerda 7-8 -04 Date Date ��• �S d� t 4ity (-""" Oct.,12. 2004 2:31PM No. 1408 P. 3/3 1 of 2 STE. 400 FL MYERS FL 33917 Changed 05/05/2003 MAILING ADDRESS 2250 AVENIDA DEL VERA N. FT. MYERS FL 33917 Changed 05/09/2000 Document Number FEI Number Daft rded B96000000379 133421533 09/26/1996 State Status Effective Date DE ACMVE NONE Lat Event Event Date Filed Event Effective Date CONTRBUTION CHANGE 12/3111996 NONE Actual Contribution 324,000.00 Name & Address sm4w Fr. ?dYMn339W General Partner Detail Name & Address M.;UCUV,IA umber 611 RUBY RED REALTY CORP, F96000004951 12800 UNIVERSITY DR., STE 400 11 tlie:jl('-'--IDO(-'IjME-11LYNNZE�-iILOCALS-!ClemnkU30WCE09j= 10/i2/2u(4 .Zr /,, :f �� i11� • _�- ITT•.. -_� CfF:_al ♦ 1 1 - ..M. r •,.,_•+ r.:..• .• +• - .. -� - rLl. �,♦ ...]1 ♦ :> 1 • -: •. ';Iii >Ci1 ?. .1 _:'1,.� 1. :• .. /. f 9,9 x:1,,•_,1. ..►y:r,►...;1'r >r� ._I:.�_�� _ft. � -.' f� >.21,..if�= Of _i _ -y fit, i LL� :11 the aftschad COMIC- - Of is a truo and correct copy of the Urnit9d * • • t • • EQUITIES • • • • _ of �fr- - - PARTNF-Rsmip, renhed organized under the'laws of Delaware, a partnership • r -• • =r business • a 1, . •y • •. •. _ of this offim =t 7 The s• - ♦_ • f-this- limitedpartrimshO is B96=00378. y; Y-_ f II.t t 1 ;T =: Given under my hand and the Greg Seal-of the State of Florida at TailaMssee, the Capitol this the Second ddy of Novembir, 2000 rte • • "/J �= .t��, � X Y__/W7W-S 1 +i • rr "V '+t ORIGINAL DOCUMENTS CHECKLIST &ROUTING SLIP 16 B 5 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP - Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routing order) Office Initials Date 1. a ro riate. (Initial) Applicable) 2. Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number 3. (j k6 3 S 4. �'cyox_. d L\ - '11�p Number of Original S 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Initial the Yes column or mark "NIA" in the Not Applicable column, whichever is Phone Number N/A (Not Contact a ro riate. (Initial) Applicable) Agenda Date Item was Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number Approved by the BCC (j k6 3 S Type of Document Attached �'cyox_. d L\ - '11�p Number of Original S ,- Documents Attached INSTRUCTIONS & CHECKLIST 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "NIA" in the Not Applicable column, whichever is Yes N/A (Not a ro riate. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike- through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the 2::r document or the final negotiated contract date whichever is applicable. `j r 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of our deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 1685 MEMORANDUM Date: October 28, 2004 TO: Brenda Brilhart Purchasing FROM: Heidi R. Rockhold, Deputy Clerk Minutes and Records Re: Contract #04 -3676 Lely Golf Estates MSTU Roadway Grounds Maintenance Florida Land Maintenance, Inc. d /b /a Commercial Land Maintenance Enclosed are three (3) original documents, as referenced above (Agenda Item #16B5 approved by the Board of County Commissioners on Tuesday, September 28, 2004. Kindly forward the documents to the appropriate parties for their records. The Finance Department and Minutes & Records Department have their copies. If you should have any questions, you may contact me at extension 732- 2646 ext 7240. Thank you, Enclosures (3) ITEM .. DATE RECEIVED: 0 � A& FILE NO.: ROUTED TO: DO NOT WRITE ABOVE THIS REQUEST FOR LEGAL Date: October 14, 2004 To: Scott Teach Wzef Assistant County Attorney From: Brenda Brilhart Purchasing Agent 774 -8446 16B5 GOUNTY ATTORNEY yp AN11-20 000 AI gam �J Re: Contract #04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance" Contractor: Florida Land Maintenance, Inc. d/b /a Commercial Land Maintenance, Inc. BACKGROUND OF REQUEST: This contract was approved by the BCC on September 28, 2004; Agenda Item 16.B.5 This item has not been previously submitted. ACTION REQUESTED: Contract review and approval. OTHER COMMENTS: Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me. Purchasing would appreciate notification when the documents exit your office. Thank you. /r{ DATE: TO: FROM: Memorandum October 14, 2004 Sheree Mediavilla, Senior Analyst Risk Management Department Brenda Brilhart Purchasing Agent 1685 RE: Review of Insurance for: Contract #04 -3676 -- "Lely Golf Estates MSTU Roadway Grounds Maintenance" Contractor: Florida Land Maintenance, Inc. d/b /a Commercial Land Maintenance, Inc. This Contract was approved by the BCC on September 28, 2004; Agenda Item 16.13.5. Please review the Insurance Certificate in this Agreement for the referenced Contract. If everything is acceptable, please forward to the County Attorney for further review and approval. I would appreciate it if you would advise me when it has been forwarded. If you have any questions, please contact me at ext. 8446. CC: Bob Petersen, Trans /Traffic Ops /ATM 1685 AGREEMENT THIS AGREEMENT, made and entered into on this 28th day of September 2004, by and between Florida Land Maintenance, Inc. d /b /a Commercial Land Maintenance, Inc. authorized to do business in the State of Florida, whose business address is 370 Commercial Boulevard, Naples, Florida 34104, hereinafter called the "Contractor" (or "Consultant ") and Collier County, a political subdivision of the State of Florida, Collier County, Naples, hereinafter called the "County ": WITNESSETH: 1. COMMENCEMENT. The contract shall be for a one (1) year period, commencing on September 28, 2004, and terminating on September 27, 2005. The County may, at its discretion and with the consent of the Contractor, extend the Agreement under all of the terms and conditions contained in this Agreement for three (3) additional one (1) year periods. The County shall give the Contractor written notice of the County's intention to extend the Agreement term not less than ten (10) days prior to the end of the Agreement term then in effect. The County Manager, or his designee, may, at his discretion, extend the Agreement under all of the terms and conditions contained in this Agreement for up to one hundred and eight (180) days. The County Manager, or his designee, shall give the Contractor written notice of the County's intention to extend the Agreement term not less than ten (10) days prior to the end of the Agreement term then in effect. 2. STATEMENT OF WORK. The Contractor shall furnish Lely Golf Estates MSTU Roadway Grounds Maintenance in accordance with the terms and conditions of Bid #04 -3676 and the Contractor's proposal hereto attached and made an integral part of this agreement. 3. COMPENSATION. The County shall pay the Contractor for the performance of this Agreement the aggregate of the units actually ordered and furnished at the unit price, together with the cost of any other charges /fees submitted in the proposal. Any county agency may purchase products and services under this contract, provided sufficient funds are included in their budget(s). 1685 4. NOTICES. All notices from the County to the Contractor shall be deemed duly served if mailed or faxed to the Contractor at the following Address: Robert Kindelan, President Florida Land Maintenance, Inc. d /b /a Commercial Land Maintenance, Inc. 370 Commercial Boulevard Naples, Florida 34104 (239) 643 -6205 (239) 643 -5012 Fax All Notices from the Contractor to the County shall be deemed duly served if mailed or faxed to the County to: Collier County Government Center Purchasing Department - Purchasing Building 3301 Tamiami Trail, East Naples, Florida 34112 Attn: Steve Carnell The Contractor and the County may change the above mailing address at any time upon giving the other party written notification. All notices under this Service Agreement must be in writing. 5. NO PARTNERSHIP. Nothing herein contained shall create or be construed as creating a partnership between the County and the Contractor or to constitute the Contractor as an agent of the County. 6. PERMITS: LICENSES: TAXES. In compliance with Section 218.80, F.S., all permits necessary for the prosecution of the Work shall be obtained by the Contractor. Payment for all such permits issued by the County shall be processed internally by the County. All non - County permits necessary for the prosecution of the Work shall be procured and paid for by the Contractor. The Contractor shall also be solely responsible for payment of any and all taxes levied on the Contractor. In addition, the Contractor shall comply with all rules, regulations and laws of Collier County, the State of Florida, or the U. S. Government now in force or hereafter adopted. The Contractor agrees to comply with all laws governing the responsibility of an employer with respect to persons employed by the Contractor. 7. NO IMPROPER USE. The Contractor will not use, nor suffer or permit any person to use in any manner whatsoever, county facilities for any improper, immoral or offensive purpose, or for any purpose in violation of any federal, state, county or municipal ordinance, rule, order or regulation, or of any governmental rule or regulation now in effect or hereafter enacted or adopted. In the event of such violation by the Contractor or if the County or its authorized representative shall deem any conduct on the part of 2 the Contractor to be objectionable or improper, the County shall have the right to suspend the contract of the Contractor. Should the Contractor fail to correct any such violation, conduct, or practice to the satisfaction of the County within twenty -four (24) hours after receiving notice of such violation, conduct, or practice, such suspension to continue until the violation is cured. The Contractor further agrees not to commence operation during the suspension period until the violation has been corrected to the satisfaction of the County. 8. TERMINATION. Should the Contractor be found to have failed to perform his services in a manner satisfactory to the County as per this Agreement, the County may terminate said agreement immediately for cause; further the County may terminate this Agreement for convenience with a seven (7) day written notice. The County shall be sole judge of non - performance. 9. NO DISCRIMINATION. The Contractor agrees that there shall be no discrimination as to race, sex, color, creed or national origin. 10. INSURANCE. The Contractor shall provide insurance as follows: A. Commercial General Liability Coverage shall have minimum limits of $1,000,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. B. Business Auto Liability Coverage shall have minimum limits of $1,000,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include: Owned Vehicles, Hired and Non -Owned Vehicles and Employee Non - Ownership. C. Workers' Compensation: Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage must include Employers' Liability with a minimum limit of $1,000,000 for each accident. Special Requirements: Collier County shall be listed as the Certificate Holder and included as an Additional Insured on the Comprehensive General Liability Policy. Current, valid insurance policies meeting the requirement herein identified shall be maintained by Contractor during the duration of this Agreement. Renewal certificates shall be sent to the County 30 days prior to any expiration date. There shall be a 30 day notification to the County in the event of cancellation or modification of any stipulated insurance coverage. 3 1685 Contractor shall insure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Contractor shall provide County with certificates of insurance meeting the required insurance provisions. 11. INDEMNIFICATION. The Contractor/ Vendor, in consideration of One Hundred Dollars ($100.00), the receipt and sufficiency of which is accepted through the signing of this document, shall hold harmless and defend Collier County and its agents and employees from all suits and actions, including attorneys' fees and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of this contract or work performed thereunder. This provision shall also pertain to any claims brought against the County by any employee of the named Contractor/ Vendor, any Subcontractor, or anyone directly or indirectly employed by any of them. The Contractor/ Vendor's obligation under this provision shall not be limited in any way by the agreed upon contract price as shown in this Contract or the Contractor/ Vendor's limit of, or lack of, sufficient insurance protection. The first One Hundred dollars ($100.00) of money received on the contract price is considered as payment of this obligation by the County. This section does not pertain to any incident arising from the sole negligence of Collier County. 12. CONTRACT ADMINISTRATION. This Agreement shall be administered on behalf of the County by the Transportation, Traffic Operations and Alternative Transportation Modes Landscape Operations Department. 13. CONFLICT OF INTEREST: Contractor represents that it presently has no interest and shall acquire no interest, either direct or indirect, which would conflict in any manner with the performance of services required hereunder. Contractor further represents that no persons having any such interest shall be employed to perform those services. 14. COMPONENT PARTS OF THIS CONTRACT This Contract consists of the attached component parts, all of which are as fully a part of the contract as if herein set out verbatim: Contractor's Proposal, Insurance Certificate, Bid #04 -3676 Specifi- cations /Scope of Services / Contractor's Proposal and Addendum/ Addenda. 15. SUBJECT TO APPROPRIATION It is further understood and agreed by and between the parties herein that this agreement is subject to appropriation by the Board of County Commissioners. 4 1685 IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. TWO WITNESSES: (TIST &ITNESS hrl r3 2, A of ;t TypePrzk, ECOND ITNES _�� iop L 11 " J ti Type/Print Name Date: ATTEST COMiuiI IONER,c�:Op. `?Y Dwight*-E. 9*k, Cli .r BY: `' e F ftt.�it }�rs�' to Chairman's sign re oo Iy. A ed As To orm nd Legal uff ie cy: oft Teach Assistant County Attorney Item #1 65 Agenda Date 1.�.LQ -� Date Q-27-2W4 Recd l/ Affix the "(Corporate Seal )" OR type /print "(Corporate Seal)" OWNER: BOARD OF COUNTY COLLIER COUNTY FLORIDA BY: /fi , �. � 71 C orn m i'fCMTWn na is a, irman CERTIFICATE HOL-010K — " SHOULD ANY OP THE ABOVE DESCRMED POLICIES 8E CANOELLED 0111971M TM EXPIRATION Collier County Government Attn DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1A DAVS WRITTEN Brenda Bri lhart NOTICE TOTHE CERTIFICATE HOLDER NAMED TO THE LEPT, BUT FALURE TO DO SO SHALL 3301 E. Tamiam i Trail IMP05E NO OeUGA71ON OR LIABOXY OF ANY IQND UPON THE INBYRER, ITS AQWM OR Naples, FL 34112 REMSENTATIVII& AuT11oRMD REPRZnNr'ATK �. snnon r_nRVeReT1AN 1988 ACORD 25 (2001108) 1 of 2 #5251545JMZ441 Z3 ^ "' 1a002/002 10!12,!2004 08:30 FR7f Page: Z3 Date: 10/1112004 3:53;58 PM A B-5 From: 239. 436.0598 To: Maria Jost FLOLAI Clio : 859 ACORM CERTIFICATE OF onTE (MMmwwm LIABILITY INSURANCE 10111/04 THIS CERTIFICATE IS ISSUED MATTER OF INFORMATION PRODUCER PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Insurance, Inc. HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE9 BELOW. 4100 Goodiette Road N, #100 Naples, FL 34103 -3303 INSURERS AFFORDING COVERAGE NAIC # 239 261 -3648 232 2D INSURERA Cincinnati Insurance Company Florida Land Maintenance, Inc. INSURERS dba Commercial Land Maintenance INSURER C: 370 Commercial Boulevard INSURER D: Naples, FL 34104761 INSURERS ES THE POLICIES OF INSURANCE LISTED BELOW NAVE BEEN ISSUED TO THE INSURED NAMED A90VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR AFFORDED BY THE POLICIES DESCRIBED OTHER DOCUMENT WITH HSKSIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH MAY PERTAIN, THE INSURANCE POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TIPS of INSURANCE POLICY NUMBER D IJCY LIMITS GAR5805776 07/01104 07/01105 EACH OCCURRENCE s A GENERAL. DAMAGE s100 000 )( COMMERCIAL GENERAL LIABILITY MED Fa(P (Any one penl0n) $5 0�� CLAIMS MADE �X OCCUR PERSONAL & ADV INJURY 51.0 000 X PD Ded:1.000 GENERAL AGGREGATE %20(10000 pRODUCTS . COMPIOP AGG 22,090,000 GEN'L AGGREGATE LIMIT APPLIES PER' 7 POLICY LOC A AUTOMOBILE LIABLTTY CAP5805776 07101/04 07/01/05 COMBINED SINGLE LIMIT s1,000,000 (Ea acdOanl) X ANY AUTO ALL OwNEO AUTOS BODILY INJURY a j SCHEDULED AUTOS X HIREDAUTO6 BODILY INJURY S (Peracddenq X NON•OVMD AUTOS PROPERTY DAMAGE g (per seddanl) AUTO ONLY . EA ACCIDENT S GARAGE UABLrrV EA ACC S � , AUTO 056R OT AUTO ONT LY: AGO S EACH OCCURRENCE $ EXCESSNMBRELLALYIBSJITY OCCUR CLAIMS MADE AGGREGATE S a a DEDUCTIBLE S RETENTION s I we s Tu- 0TH- WORKERS COMPENSATION AND EMPL.OMWLIABIIJTY E.L. EACH ACCIDENT S E.L. 01 EA E - EA EMPL 6 ANY 13RCWMETCMPAKTNMEXECUTNE OFFICERIMEMBER EXCLUDED? If as, deecl6e undx E L DISEASE - POLICY LIMIT S CIAL 110 bem OTHER DESCRIPnON OF OPERATIONS I LOCATIONS I VENIcLn I EXCLUSIONS ADDED aYENDORSEMENT/ SPECIAL PROVISIONS Ra:Contract#04 -3676 "Lely Golf Estate MSTU Roadway Grounds Maintenance" ^A U^=1 I ATIAII CERTIFICATE HOL-010K — " SHOULD ANY OP THE ABOVE DESCRMED POLICIES 8E CANOELLED 0111971M TM EXPIRATION Collier County Government Attn DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1A DAVS WRITTEN Brenda Bri lhart NOTICE TOTHE CERTIFICATE HOLDER NAMED TO THE LEPT, BUT FALURE TO DO SO SHALL 3301 E. Tamiam i Trail IMP05E NO OeUGA71ON OR LIABOXY OF ANY IQND UPON THE INBYRER, ITS AQWM OR Naples, FL 34112 REMSENTATIVII& AuT11oRMD REPRZnNr'ATK �. snnon r_nRVeReT1AN 1988 ACORD 25 (2001108) 1 of 2 #5251545JMZ441 Z3 ^ "' A_,. CERTIFICATE OF LIABILITY INSURANCE [3oiy�2alid' Insurance Company of the Americas 1310 Utica Street THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 855 Oriskany New York 13424 Tel: (315) 768 -2726 Fax: (315) 738-6731 INSURERS AFFORDING COVERAGE NAIC # w �mployes Leasing Solutions, Inc. Formally Known As: People Leasing, Inc. L/C /F Commerclal Land Maintenance INSURER A Ineurunoo Coma of IIIo Amoftes 33030 INSURER B. PR ,a INSURER C. INSURER 01 POLICY AUTOMOBILE LIABIJTY 1401 Manatee Ave W. Suite 600 Bradenton, FL 34205 INSURER E: _ Attn-- Brenda Brllhart Purchasing Agent Collier County Government 3301 E Tamlaml Trail Naples, FL 34112 SHOULD ANY OF THE ABOVE DESCRIBED POLJCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDBAVGR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTFICATE HOLDER NAMED TO ThE LEFT, OUT FAS.URETO OO SO SHALL *,POSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON 11-M INSURER, ITS AGENTS OR REPRESENTATMES. AUTHORIZED RPIRMSENTATIVE �'rn.rll✓ � zool�o0 P m Lb:60 vooz /zl /Ol THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NO7WRHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM3�u�� PO EXPIRATION NJBR D Limrs EACH OCCURRENEP oaiEwAL LIABILr" DAMAGE TO RENTED COMMERCIAL. GENERAL LIABILITY FREIdISCS M °MLr,r I CLAIMS MADE F7 OCCUR ° rUR GENERAL A GENL AGGREGATE LIMIT APPLIES PER' PR ,a POLICY AUTOMOBILE LIABIJTY eMH 115INGLE LIMIT S ANY AUTO ALL OWNED AUTOS PPP- PIL--I-N, Y S HIRED AUTOS (Pere od enr S NON•C)MEO AUTOS PRDpERTYDAMAGE (Pe/acOaenO S GARAGE LIABILITY AUTO ONLY - EA ACCIDENT S OTHER THAN F-A ACC AUTO ONLY. AGG S ANY AUTO S L�1� RRY OCCUR I I CLAIMSMADE EACH OCCURRENCE 8 AGGREGATE S S LJJJJ s DEDUCTIBLE RETENTION S W rTffi OMPENtIONAND BBYYII LLdOYYMBRR LuIwAeI�I OFFlCER/M jZ%T &MEO7 EcuTIVE WC69203010102 01101/2004 01101/2005 TAIU X TORY LIMITS PER A E.L. EAcH AC;IQENT 1000 00� E.L. DISEASE . EA EMPLOYEE S 1 00aAW E L DISEASE • POLICY LIMIT S 1,000A00 If AeBCflDe unaer Sf�EG1IAL PROVISIONS W-- OTHER Client ID: #2002152 DEBCRrrrM I OF OPERATIONS / LOCATIONS /VEHICLES/ EACLUSIONSI ADDED BY ENDORSEMENT /SPECIAL PROVISIONS COVFJIAGE APPLIES ONLY TO THOSE EMPLOYEES LEASPM TO BUT NOY SUBCONTRACTORS OF! Commercial Land Maintenance Qualifiers Name; Robert Klnderlan Aprox active employee count: 46 Re: #D4 -3676 "LGIY Golf Estates MSTU RoadwaY Grounds Maintenance I- ANr`C1 I ATIn1U Attn-- Brenda Brllhart Purchasing Agent Collier County Government 3301 E Tamlaml Trail Naples, FL 34112 SHOULD ANY OF THE ABOVE DESCRIBED POLJCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDBAVGR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTFICATE HOLDER NAMED TO ThE LEFT, OUT FAS.URETO OO SO SHALL *,POSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON 11-M INSURER, ITS AGENTS OR REPRESENTATMES. AUTHORIZED RPIRMSENTATIVE �'rn.rll✓ � zool�o0 P m Lb:60 vooz /zl /Ol PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING SERVICES BUILDING NAPLES, FLORIDA 34112 (239) 774 -8407 FAX (239) 732 -0844 http: / /colliergov.net ADDENDUM DATE: August 19, 2004 TO: interested Bidders FROM: Charlene Hoglund Purchasing Agent v SUBJECT: Addendum # 2 — Bid #04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance" Addendum #2 covers the following change for the above - referenced Bid: Change: Page 14, Second Paragraph should read: "As a result of Collier County's substantial investment in the project's landscaping, the responsive Bidder and all subcontractor's shall:" Page 14, Second Paragraph Item #3 should read: Provide documentation of a minimum of three (3) years' experience in landscape grounds maintenance within the Right- Of -Way in the Southwest Florida area. Such documentation shall include but is not limited to: If you require additional information please call Bob Petersen, Project Manager at 239/213 -5871 or me at 239/774 -8965 or by e-mail at charlenehoglund @colliergov.net. cc: Bob Petersen, Landscape Operations "A COLLIER COUNTY GOVERNMENT 1685 PURCHASING DEPARTMENT 3301 EAST TAiMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING SERVICES BUILDING NAPLES, FLORIDA 34112 (239) 774 -8407 FAX (239) 732 -0844 http://colliergov.net ADDENDUM DATE: August 17, 2004 TO: Interested Bidders FROM: Charlene Hoglund Furchasing Agent SUBJECT: Addendum # 1— Bid #04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance" Addendum #1 covers the following change for the above - referenced Bid: Bid Proposal due date change. Bid due date: August 18, 2004 @ 2:30 p.m. changed to New Bid due date: August 24, 2004 @ 2:30 p.m. If you require additional information please call Bob Petersen, Traffic Operations and Alternative Transportation Modes Department at 239/213 -5871 or me at 239/774 -8965 or by e -mail at CharleneHoglund colliergov.net. cc: Bob Petersen COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT ADMINISTRATIVE SERVICES DIVISION DATE: July 15, 2004 TO: Prospective Bidders FROM: Charlene Hoglund Purchasing Agent 3301 EAST TAMIAMI TRAIL PURCHASING BUILDING NAPLES, FLORIDA 34112 (239) 774 -8965 FAX (239) 732 -0844 www.colliergov.net 1685 RE: BID #04- 3676 -- "Lely Golf Estates MSTU Roadway Grounds Maintenance" The Board of County Commissioners, Traffic Operations and Alternative Transportation Modes Landscape Operations, desires to receive proposals for the above - referenced services. Please refer to the Public Notice contained in the enclosed proposal package for the time and date of the mandatory Pre -bid Conference and the Opening of this Bid. In instances where the County has deemed the pre -bid to be Mandatory, the Bidder's failure to attend the pre -bid conference shall result in the rejection of its bid. If you have any immediate questions regarding the specifications or intended work, you may contact Bob Petersen, Traffic Operations and Alternative Transportation Modes Landscape Operations at 239/213 -5871. If you have procedural questions, you may contact me at 239/774 -8965 or by e -mail at CharleneHoglund _colliergov.net We look forward to your participation in this bid process. cc: Bob Petersen, Traffic Operations & Alternative Transportation Modes Landscape Operations NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your proposal pages. "Lel Golf Estates MSTU Roadway Grounds Maintenance Pa e 1 6 �+ 5 Bid No. 04-3676 y y 9 4i. NON - BIDDER'S RESPONSE BID #04 -3676 For purposes of maintaining an accurate bidder's list and facilitating your firm's response to our invitation for bid, we are interested in ascertaining reasons for prospective bidder's failure to respond to invitations for bids. If your firm is not responding to this bid, please indicate the reason(s) by checking an appropriate item (s) listed below and return this form to the Purchasing Department, Collier County Government Center, 3301 East Tamiami Trail, Purchasing Building, Naples, FL 34112. Please indicate "NO BID" on the outside of the envelope. We are not responding to this invitation for bid for the following reason(s): ❑ Items or materials requested not manufactured by us or not available to our company; ❑ Our items or materials do not meet specifications; Circle one - Specifications were: Not clearly understood, Not applicable, Too vague, Too rigid, Quantities too small, or Incorrect address used. Please correct: Other reason(s): Name of Firm: Mailing Address: City, State, ZIP: Phone ( ) By: Signature of Representative FAX ( Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Pagi 6 B PUBLIC NOTICE Sealed proposals for Lely Golf Estates MSTU Roadway Grounds Maintenance will be received at the Collier County Purchasing Director's Office, 3301 East Tamiami Trail, Purchasing Building, Naples, FL 34112, until 2:30 p.m., Collier County Time on August 18, 2004. BID #04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance" A mandatory pre -bid conference to discuss this bid will be held on July 28, 2004 at 11:00 a.m., in the Purchasing Department Conference Room of the Purchasing Building, 3301 Tamiami Trail East, Collier County Government Center, Naples, FL 34112. In instances where the County has deemed the pre -bid to be Mandatory, the Bidder's failure to attend the pre -bid conference shall result in the rejection of its bid. Any questions regarding these specifications or intended work may be directed to Bob Petersen, Traffic Operations and Alternative Transportation Modes Landscape Operations Department, 239/213 -5871. All bids shall be made upon the Official Proposal Form attached to the specifications, which may be seen at the Office of the Purchasing Director, and which may be had by bona fide bidders. Collier County does not discriminate based on age, race, color, sex, religion, national origin, disability or marital status. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: /s/ STEVE CARNELL Steve Carnell, CSM Purchasing and General Services Director Publicly posted in the lobby of the Purchasing Building on July 15, 2004. 16B5 e Bid No. 04 -3676 Lely Golf Estates MSTU Roadway Grounds Maintenance P ag GENERAL BIDDING GUIDELINES 1. All bids must be made on the proposal 10. Collier County, Florida as a political subdivision of the form furnished by the County. NO bid will State of Florida, is exempt from the payment of Florida sales tax to its vendors under Chapter 212, Florida be considered unless the proposal form Statutes. All successful bidders will be provided a copy is properly signed. of Collier County's Certificate of Exemption (#21-07 - 01995-53C) upon contract award. 2. Vendors must provide unit prices any time unit prices are requested in the units requested. These unit prices must be proper and balanced so as to allow fair adjustments in quantities as required by the County. All prices will remain firm for a period of ninety (90) days from date of bid opening. 3. Any transportation and/or any other charges incurred in delivering the product as specified must be included in the bid price. FOB destination shall apply unless exception is made in the specifications. 4. Any discounts or terms must be shown on the proposal form. Such discounts, if any, will be considered and computed in the tabulation of the bids. In no instance should terms for less than 15 days payment be offered. 5. Proposers taking exception to any part or section of these specifications shall indicate such exceptions on a separate sheet entitled "EXCEPTIONS TO SPECIFICATIONS ". Failure to indicate any exceptions shall be interpreted as the proposers intent to fully comply with the specifications as written. 6. The County reserves the right to formally amend and /or clarify the requirements of the bid specifications where it deems necessary. Any such addendum /clarification shall be in writing and shall be distributed to all parties who received the original bid specifications and are eligible for consideration prior to the deadline for submission of proposals. 7. The County reserves the right to reject any and all bids, to waive defects in the form of bid, also to select the bid that best meets the requirements of the County. 8. All bids shall,be in the hands of the County Purchasing Director, Collier County Government Complex, Purchasing Building, Naples, FL 34112, by the date and time as stated in the Legal Notice. No late bids can or will be accepted. 9. All bids must be placed in a sealed envelope, and plainly marked as follows: (1) The date and time of receipt of the bids by the County Purchasing Director. (2) The number of the bid and the bid title for which the bidder submitting the bid. However, under no circumstances shall any part of, or pertaining directly to the bidder's offer, be exposed on the outside of the bid offer. Special Note: All bids sent by courier service must have the bid number and title on the outside of the courier packet. Corporations, individuals and other entities are impacted by Chapter 212, Florida Statutes according to the type of service, sale of commodity or other contractual agreement to be made with Collier County. By submittal of a properly executed response to a bid proposal from Collier County, Florida, the bidder is acknowledging that he is aware of his statutory responsibilities for sales tax under Chapter 212, Florida Statutes. Collier County is also exempt from most Federal excise taxes. By submittal of a properly executed response to a bid proposal from Collier County, Florida, the bidder is acknowledging that he is aware of his responsibilities for Federal excise taxes. 1 1 . Tangible personal property purchased by Contractors in the performance of realty construction for the County is taxable, though the County is exempt on its own purchases. 12. In case of identical bids tying as low bid, the County shall ask vendors to submit certification that they have a drug -free workplace in accordance with Section 287.087 Florida Statutes. Should all vendors provide said certification, the County will give local vendor preference. 13. Permits Licenses, Taxes: In compliance with Section 218.80, F.S., all permits necessary for the prosecution of the Work shall be obtained by the Contractor. In addition, the Contractor shall comply with all rules, regulations and laws of Collier County, the State of Florida, or the U.S. Government now in force or hereafter adopted. 14. The County reserves the right to accept item or group of items of this bid, unless the bidder qualified his bid by specific limitations. 15. The County reserves the right to award any item or groups of items to more than one vendor on any bid unless otherwise noted in the bid specifications. 16. Alternate bids will not be considered unless authorized by the Invitation for Bids. 17. Bidders on any construction project must be qualified and directly responsible for 30% or more of the Bid amount for said work. 18. Payment will be made by the County within thirty (30) days from receipt and acceptance by the County of delivery of the bid items or receipt of invoice for same, whichever is received later. 19. Any Contractor who is a recipient of County funds, or who proposes to perform an work or furnish any goods Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance under this bid shall not discriminate against any worker, employee or applicant or any member of the public because of age race, color, sex, religion, national origin, disability or marital status nor otherwise commit an unfair employment practice. 20. For bidders who wish to receive copies of bids after the bid opening, the County reserves the right to recover all costs associated with the printing and distribution of such copies. 21. Any actual or prospective respondent to an Invitation to Bid or Request for Proposal who is aggrieved with respect to the former, shall file a written protest with the Purchasing Director rie or to the opening of the Bid or the due date for acceptance of Proposals. All such protests must be filed with the Purchasing Director no later than 11:00 a.m. Collier County time on the advertised date for the opening of the Bid or the acceptance date for the Request for Proposals. 22. Bid award selection criteria is as follows a. All questions on the Proposal Page shall be answered as to price(s), time requirements, prompt payment terms (discounts], required document submissions and acknowledgment of addenda received. b. Award shall be based upon the responses to all questions on the Proposal Page. C. Further consideration will include but not be limited to references, completeness of bid response and past performances on other County bids /projects. d. Prices will be read in public exactly as written on the Proposal Page at the time of the bid opening; however, should an error in calculations occur whenever unit pricing and price extensions are requested, the unit price shall prevail. Mathematical miscalculations may be corrected by the County to reflect the proper answer. 23. Award of contract will be made by the Board of County Commissioners in public session. Awards pertaining to the Collier County Airport Authority will generally be made by that agency's approval Board. Award shall be made in a manner consistent with the County's Purchasing Policy. Award recommendations will be posted outside the offices of the Purchasing Department on Wednesdays and Thursdays. Any actual or prospective respondent who desires to formally protest the recommended contract award must file a notice of intent to protest with the Purchasing Director within two (2) calendar days (excluding weekends and County holidays) of the date that the recommended award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal protest and will be given instructions as to the form and content requirements of the formal protest. A copy of the "Protest Policy" is available at the office of the Purchasing Director. 24. All firms are hereby placed on NOTICE that the County Commission does not wish to be lobbied... either individually or collectively ... about a project for which a Pagel 6 B 5 firm has submitted a proposal. Firms and their agents are not to contact members of the County Commission for such purposes as meetings of introduction, luncheons, dinners, etc. During the bidding process, from bid opening to final Board approval, no firm or their agent shall contact any other employee of Collier County with the exception of the Purchasing Director. 25. The Contractor shall employ people to work at County facilities who are neat, clean, well - groomed and courteous. 26. If the bidder should be of the opinion that the meaning of any part of the Bidding Document is doubtful, obscure or contains errors or omissions he should report such opinion to the Purchasing Director before the bid opening date. 27. The County assumes no responsibility for proposals received after the due date and time, or at any office or location other than that specified herein, whether due to mail delays, courier mistakes, mishandling, inclement weather or any other reason. Late proposals shall be returned unopened, and shall not be considered for award. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance PagI6 6 B 5 LELY GOLF ESTATES BEAUTIFICATION M.S.T.U. ROADWAY GROUNDS MAINTENANCE SPECIFICATIONS These specifications are intended to provide the information by which prospective bidders may understand the minimum requirements of Collier County relative to entering into a Contract to furnish and deliver Grounds Maintenance for medians and selected public areas within the boundaries of the Lely Golf Estates Beautification M.S.T.U. SCOPE OF WORK The work covered by this Contract requires a weekly servicing of all Areas as described in the specifications. This requires the furnishing of all labor, equipment, materials and services necessary to satisfactorily perform grounds maintenance, as determined by the Contract Manager or his designee. Where reference is made to the "Contract Manager ", it shall mean "Contract Manager or his designee." LOCATION AND DESCRIPTION OF WORK AREAS The areas of work included in these specifications are located as described below and as shown on the plans attached to these specifications: Area No. 1 Those areas where curbing, landscaping and irrigation systems have been installed to date, being located as follows: 1. St. Andrews Boulevard - 2. Forest Hills Boulevard - 3. Valley Stream Circle - 4. Pebble Beach Boulevard - 5. Thorn Crest Lane - 6. Briarcliff Lane - 7. Heather Grove Lane - 8. Doral Circle - 9. U.S. 41 and St. Andrews Boulevard (Median #1 through #10) (Median #11 and #12) (Median #13) (Median # 14 through #19) (Cul -de -sac Median # 20) (Cul -de -sac Median #21) (Cul -de -sac Median #22) (Median #23) and Bus Stop Area intersection a. Sign Easement Areas (M -1 and M -2) on both sides of St. Andrews Boulevard including right -of -way areas adjacent to Easements. Special Note: Medians 1 through Median 10 along St. Andrews Boulevard are anticipated to be refurbished within the first year of this Contract. Bidders shall ,provide square foot cost on items as listed in the Contract Proposal Sheets. The square foot cost shall be calculated using the he square foot areas for turfs and beds as listed in Table I It is anticipated the contract price will decrease or may increase based on the square foot cost and the final refurbishment totals of tun` and planting beds. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Pal 76 R 5 SPECIFICATIONS (continued) Area No. 2 Those areas that contain limited landscaping material and no irrigation system. 1. Baltusrol Drive a. M -3, Easement Area, including right -of -way area. b. M -4, Easement Area, including right -of -way area. 2. Doral Circle a. Easement Area, including the right -of -way area to the end of curb at Golf Course Drive. b. Area adjacent to bridge abutments at the canal on Doral Circle. 3. St. Andrews Boulevard a. Area adjacent to bridge abutments by lift station in Median #8. I. BASIC MAINTENANCE FUNCTIONS A. MOWING AND EDGING Mowing and edging shall only include those areas, if existing, along the outside edge of the sidewalks of adjacent properties that are not currently maintained by the property owners. All turf shall be mowed with mulching type mower equipment to eliminate the need to bag and transport grass clippings. Should bagging be necessary, the bagged clippings shall be collected and removed at no additional cost. Grass shall be cut to a height of three and one half inches (3 %2 "). The frequency of cutting will be weekly or fifty -two (52) times for Work Area No. 1 and Work Area No. 2. The number of mowings may be modified by the Contract Manager or by seasonal weather conditions at the Contract Manager's discretion. The Contractor shall use or alternate mowing practices, patterns or equipment within narrow turf areas so as not to create wheel ruts or worn areas in the turf. Any areas of turf that become water soaked during the period of this Contract shall be mowed with twenty -one inch (21" + / -) diameter hand walk behind type mowers to prevent wheel ruts in the turf caused by heavier type self - propelled rider mowers. The Contractor shall be responsible for repairing any ruts caused by their mowers at no additional costs to the County. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Pal 6 B 5 SPECIFICATIONS (continued) Mechanical edging of the turf shall be done with each mowing along all sidewalk edges, back concrete curbs, around all plant beds, utility service boxes, street light bases, sign posts, headwalls, guardrails, timer pedestals, posts and trees. Metal blade edging is not permitted along plant bed and turf edges where an underground irrigation system is present. Mechanical metal blade edging is permitted along back of curbing. Grass root runners extending into the mulched areas shall be cut and removed when the edging is performed. Edging will also be required .in all turf areas around isolated trees, sprinkler heads, valve boxes, shrubs, sign posts, manholes, etc. where they exist. All debris on streets, sidewalks or other areas resulting from edging shall be removed. No herbicide shall be used for edging. All sidewalks, curbing and /or gutters including a four foot (4') area from the face of the curb and sidewalk areas shall be cleaned after each service. All sidewalks shall be blown clean, but no clippings or other debris shall be blown or allowed to be deposited on other adjacent property or accumulate on right -of -way areas. B. IRRIGATION SYSTEMS Conventional Pop -up and Subsurface Irrigation Systems The irrigation systems within Work Areas No. 1 and 2 shall be checked and repaired as necessary. Each zone shall be manually turned on at the valve once a week and a thorough inspection conducted to ascertain proper operation of the system. Quick coupling valves, if existing, shall be reviewed weekly and operated quarterly to insure proper operation. Maintenance responsibilities will include cleaning and adjusting of heads, nozzles, valve boxes and valves to insure proper coverage, review of filters and backflow preventers. Major repairs to the irrigation system include repair of valves, controllers, electrical wiring, main lines and the cost of materials will be considered as additional expenses to the Contract and must be approved by the Contract Manager prior to such repairs being performed unless an emergency condition exists requiring immediate repair. Minor repairs include replacement of heads and nozzles, installation or replacement of risers, repair of minor /lateral PVC piping breaks or subsurface piping or restricted sprinkler lines, replacement of damaged valve boxes /lids, rain shutoff devices and bypass switches necessary for proper and safe operation of the systems. The cost of materials shall be considered as additional expenses to the Contract and shall not be included in the Irrigation Systems (Section I Basic Maintenance Functions) or in the hourly rate for an Irrigation Technician (Section VIII Additional /Emergency Landscape Maintenance Services). Where required, the Contractor shall maintain on site the County supplied reclaimed water irrigation signage. Cost to install replacement signs shall be considered additional services and will be billed on a time and material basis. Bid No. 04 -3676 Tely Golf Estates MSTU Roadway Grounds Maintenance Pagel 6 B 5 SPECIFICATIONS (continued) C. WEEDING Weeding of plant beds, sidewalks (asphalt, concrete or paver), guardrail bases, tree grates, curb joints, inlet structures, decorative paving, and other mulched areas by chemical and/or hand removal will be performed weekly or as necessary to provide a weed free and well maintained area. D. GENERAL SITE PRUNING For this site, general site pruning shall be defined as the pruning of any plant's foliage below a ten foot (10') height. All groundcovers, shrubs, canopy trees and palms up to a ten foot (10') height, shall be inspected and pruned on a weekly or an as- needed basis, so as to maintain the proper or required heights for visibility, vehicular movement purposes and desired shape or form as determined by the Contract Manager or his designee. Pruning shall also include removal of water sprouts, suckers and any dead or diseased foliage or branches. During the first weeks of October and April, ornamental grasses, such as Fountain Muhly grass, Florida Gama or Fakahatchee grass shall be pruned at its base to remove any old growth. The grasses shall not be cut in a flat top method. Ornamental type grasses such as Liriope Muscari `Evergreen Giant', shall only be pruned at the direction and approval of the Contract Manager. Plant material with a canopy over pedestrian sidewalks or sidewalks shall be maintained at a minimum height of one hundred twenty inches (120 "). Shrubs and groundcovers adjacent to pathways or sidewalks shall be pruned to maintain one foot (1') of clearance from the edge of the pathway. It is recommended that adjacent shrubs and groundcovers be maintained so that they angle or are rounded away from the pathway. E. TRASH REMOVAL With each service, all site areas shall be cleaned by removing all trash or debris to include, but not be limited to, paper, bottles, cans, rubber tire separated parts, other trash, and horticultural debris. All debris or trash pick -up shall be performed prior to mowing in all turf areas. The disposal of all trash and debris must be at a proper landfill or disposal site. All disposal fees, tipping or charges are to be included in the Contract Proposal Price. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance SPECIFICATIONS (continued) F. STREET CLEANING /SWEEPING °1685 Street Cleaning A four foot (4') wide area measured from the face of the curb and gutters including turn lanes and medians shall be cleaned with each site service to remove any accumulation of debris or objectionable growth in order to maintain a neat and safe condition. Street Sweeping with Mobile Vacuum Equipment (Alternate) A mobile self- contained vacuum sweeper, equipped with bottom, side and edge brushes; including a water spraying system to reduce dust, is a minimum requirement to perform the street sweeping function. All debris collected must be dumped at a proper landfill or disposal site. Photo(s) and /or manufacturers brochure with specifications of this equipment either owned or subcontracted), must be supplied with this Bid - Submittal. G. TRAFFIC CONTROL The Contractor shall comply with the requirements of Collier County's Maintenance of Traffic (MOT) Policy, copies of which are available through the Risk Management or Purchasing_ Department. The Contractor shall obtain and review the County MOT policy requirements prior to submitting a bid. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the MOT policy will be enforced under this Contract. To assist in employee visibility approved bright day -glow red /orange colored safety vests shall be worn by employees when servicing the area. The vests shall be ANSI/ISEA 107 -1999 Class 3 compliant. A directional lighted and flashing arrow board will be required under this Contract that meets the traffic control requirements. H. GENERAL MAINTENANCE REPORT SHEETS AND WEEKLY MAINTENANCE WORK SCHEDULES The Contractor shall complete the "General Maintenance Report Sheets" on a weekly basis and then sign and submit on a monthly basis to the Owner's appointed representative for review and approval. The General Maintenance Report Sheets are required to be signed by the Contractor and submitted prior to monthly billing and payment. The Contractor will also be required to conduct on -site inspections with the Contract Manager or his designee on a monthly basis to verify satisfactory completion of Contract requirements. The original forms for the Report Sheets will be provided to the Contractor for his reproduction purposes. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Fle6B5 SPECIFICATIONS (continued) The Contractor shall also provide a "Weekly Maintenance Work Schedule" to the Contract Manager for inspection purposes. The Schedule shall indicate the days and service locations and shall be provided to the Contract Manager before the beginning of the work day on Monday and may be faxed, e- mailed or hand - delivered. 1. MISCELLANEOUS MAINTENANCE RESPONSIBILITIES 1. If plants, shrubs, trees, grass or foliage die due to neglect or damage by the Contractor, Contractor's employees or a Subcontractor as determined by the Contract Manager or Owner's Representative, they shall be replaced at the Contractor's expense. 2. The Contractor shall provide ramps or other devices to gain access over the curb to all medians. The curb or turf areas shall not be damaged due to gaining access or they will be replaced at the Contractor's expense. 3. It shall be the Contractor's responsibility to notify the Contract Manager of any maintenance problems or additional maintenance needs. 4. Should additional costs be involved which are not covered within the Contract Specifications, a Unit Cost shall be agreed to by the Contractor and Contract Manager prior to performing additional services. 5. The Contractor shall perform inspections on all plants, shrubs, trees and grass areas for disease or insect infestation during each week's service to the site. The Contractor shall immediately notify the Contract Manager should a disease or infestation be found and begin appropriate treatment per the Contract requirements. 6. The Contractor shall have radio, cellular phone and /or beeper equipment for on -site and off site communication in order to communicate with the Contract Manager. J. CREW SIZE /MAN -HOURS Contractor shall provide with each site visit a minimum crew size of four (4) personnel with each weekly service of the work areas. The Bidder shall provide in the Contract Proposal the estimated number of on -site man -hours per week the Contractor will be providing to satisfactorily perform the requirements of this Contract. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Pleb B 5 SPECIFICATIONS (continued) K. ACCIDENTS OR THEFTS The Contractor shall be responsible each week to contact the Contract Manager to report any accidents or thefts involving or occurring within the areas covered by this Contract. Should accidents or thefts occur, the Contractor shall photograph the damage or loss, request a copy of the report from the appropriate law enforcement agency, and provide that photo and report copy to the Contract Manager at no additional cost. Should assistance be requested by law enforcement, emergency personnel or others, the cost shall be included in the Contract unless otherwise approved by the Contract Manager. L. RESPONSE TIMES On a twenty -four (24) hour basis, the Contractor may be required to travel to the site immediately to meet with the Contract Manager, law enforcement or emergency personnel to resolve an emergency. The Contractor shall respond to a telephone, beeper, or radio call within one (1) hour. There shall be no additional charge for these responses. M. NON - PERFORMANCE In the event the Contractor fails to perform any required services within the time schedules set forth under this Contract, the County reserves the right to obtain substitute performance. Further, the County reserves the right to deduct the cost of such performance from the Contractor's monthly payments. The Contractor may be exempt from this provision if such exemption is granted by the Contract Manager in writing, prior to any delays or as a result of an Act of Nature. The Contract Manager reserves the right to deduct portions of the monthly invoiced amount for items not completed within the expressed time frame, even if the County did not obtain substitute performance. These funds would be forfeited by the Contractor. The County may also deduct or charge the Contractor for services or items necessary to correct the deficiencies directly related to the Contractor's non- performance. N. CONTRACT PERIOD TERMS OF CONTRACT: This contract will commence on the date of award by the Board of County Commissioners, and be in effect for one (1) year. O. RENEWAL TERMS This Contract may be renewed at the option of the County, with the consent of the Contractor, on an annual basis for three (3) additional one (1) year periods. Increases for the renewal periods shall not exceed the Consumer Price Index (CPI) Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Pal 16 D 5 SPECIFICATIONS (continued) for the previous twelve (12) month period and must be requested in writing by the Contractor. P. CONTRACT TERMINATION Should the Contractor be found to have failed to perform his services in a manner satisfactory to the County, the County may terminate this Agreement immediately for cause; further the County may terminate this Agreement for convenience with a seven (7) day written notice. The County shall be sole judge of non - performance. Q. CONTRACTOR'S EMPLOYEES Employees of the Contractor shall be properly uniformed and provide a neat appearance. All employees of the Contractor shall be considered to be at all times the sole employees of the Contractor under his sole direction and not an employee or agent of Collier County. The Contractor shall supply competent and physically capable employees and Collier County requires the Contractor to remove an employee it deems careless, incompetent, insubordinate, or otherwise objectionable and whose continued contract site services involvement is not in the best interest of the County. R. CONTRACTOR'S MEETING ATTENDANCE During the Contract Period, the Contract Manager or Advisory Committee may have questions concerning maintenance issues. The Contractor shall be required to attend monthly meetings and other special meetings that the Contract Manager should require. There shall be no additional charge for attendance to these meetings. If the Contractor fails to attend the monthly meetings without an excused absence, an amount equal to two (2) hours of the supervision labor rate as listed on the Proposal Page shall be deducted from the monthly billing of the Contractor against the Contract total. S. BILLING Upon execution of the Contract and completion of each month's work, payment requests shall be submitted to the Contract Manager on a monthly basis by the Contractor for services rendered for that prior month. Invoices shall not reflect sales tax. After review and approval, the invoice will be transmitted to the Finance Department for payment. Payment will be made upon receipt of a proper invoice and in compliance with Section 218.70 Florida Statutes, otherwise known as the "Florida Prompt Payment Act." Collier County reserves the right to withhold and /or reduce an appropriate amount of any payments for work not performed or for unsatisfactory performance of Contractual requirements. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance SPECIFICATIONS (continued) T. METHOD OF AWARD =aeli#, B 5 The general criteria that will be used for the evaluation of this bid is set forth in the general bidding requirements along with the responses as stated on the bid proposal pages. Award of bid shall be made to the lowest, qualified and responsive bidder. As a result of Collier County's substantial investment in the project's landscaping, the responsive Bidder shall: 1. Provide copy of Landscape Contractor's and Irrigation Contractor's License or Unlimited Landscape Contractor's License in Collier County and the State of Florida Contractor's Chemical Application License. 2. Provide verification of current projects in landscaping maintenance business. 3. Provide documentation of a minimum of three (3) years' experience in landscape grounds maintenance within the Southwest Florida area. Such documentation shall include but is not limited to: a. Project description; b. Time of performance; c. Names and phone numbers of individual references familiar with the Bidders' project performance; d. Area included in "Scope of Work ". 4. Provide a list of owned and /or leased equipment to include, but not be limited to: a. Date of Manufacture; b. Condition; c. Whether owned or leased; d. If leased, date of lease expiration. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance 16 B 5 SPECIFICATIONS (continued) 5. Contractor shall provide the name, IRS W-4 form and proof of certification of the firm's employee qualifying the firm to meet Collier County's Maintenance of Traffic Policy Requirements. If the documentation noted above is not submitted with the Bid Proposals, such Bid may not be considered. U. VENDOR PERFORMANCE EVALUATION Collier County has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their performance upon completion /termination of agreement. V. PROHIBITION OF GIFTS TO COUNTY EMPLOYEES: No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2003 -53, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and /or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and /or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and/or quotes; and, c. immediate termination of any contract held by the individual and /or firm for cause. II. SITE SPECIFIC MAINTENANCE FUNCTIONS A. CANOPY TREE AND PALM PRUNING Canopy trees shall be defined as any large shrub, tree or palm with foliage above a ten foot (10') height. All canopy trees and palms shall be pruned on a regular schedule to create and maintain a fifteen foot (15') canopy clearance over the roadways and a ten foot (10') canopy clearance over all pathways. Canopy trees shall be selectively pruned twice per year in April and September to thin the interior canopy of cross branching and to shape the canopy of the trees. The Contract manager shall approve a professional licensed to prune and shape trees under the direction of a Licensed Landscape Architect, Arborist, Tree Surgeon, or other approved professional. The work shall be performed per ANSI A300, "Standard Practices for Trees, Shrubs and Other Woody Plant Maintenance" and done in a professional manner in accordance with "Pruning Standards" of the National Arborist Association or accepted local trade standards and practices. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 16 1685 SPECIFICATIONS (continued) Sabal and Washingtonia Palms shall be pruned annually (once) during June of each year at the discretion of the Contract Manager. The palms shall be pruned to remove lower fronds below a nine (9) o'clock - three (3) o'clock level from the base of the palm's bud. The pruning shall include removal of all nuts, seed stalks, brown or dead and lower fronds removed from the palm. Fronds shall be cut close to the petiole base without damaging living truck tissue. The work shall be done in a professional manner in accordance with acceptable trade standards and practices. The palms shall not be climbed with tree spikes to remove the fronds. The pruning shall be accomplished by the use of a ladder, boom truck or lift. All debris from the pruning shall be removed and the site shall be left in a clean and neat manner. Under story plantings under palms being pruned shall be protected. Any damaged materials shall be replaced by and at the expense of the Contractor. When the annual or bi- annual heavy pruning work is being performed with the use of a lift or boom truck, it is required that the adjacent traffic or turn lane to the work area, be closed pursuant to the County M.O.T. Policy. B. FERTILIZATION The Contract Manager reserves the right to change the fertilization schedule and formulation as needed to meet special turf or plant needs or other unforeseen conditions which may develop. Adjustments for per bag application costs will be added or deleted per the Unit Costs as indicated on the Proposal Page. All bagged fertilizer will be purchased by Collier County under its Annual Contract and coordinated with the Contractor for delivery purposes. Prior to fertilization application, notification to the Contract Manager is required to allow for inspection of all bags. The Contractor may be required to pick up the fertilizer within Collier County. Cost for pick up, if necessary, and labor for placement, shall be included in Unit Cost/Bag as indicated on the Proposal Page. Granular fertilization of shrubs and groundcovers shall be applied by broadcasting by hand in a minimum twelve inch (12 ") radius ring around the base of the plants. Trees and palms shall be fertilized by hand in a minimum thirty -six inch (36 ") radius ring around the base. An eight (8) ounce cup equals one (1) pound. Trees and palms shall receive one (1) cup per one inch (1) of caliper. Shrubs shall receive one (1) cup per three foot (3') of height or spread. Groundcover shall receive one - half ('/2) cup per eighteen inches (18 ") of height or spread. All fertilizer shall be swept off all sidewalks, concrete curbing and paving. The fertilizer shall be applied as set forth in the following schedule. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 17 SPECIFICATIONS (continued) 1665 Turf Areas and Plant Beds containing Shrubs Groundcovers and Trees The (8- 10 -10) fertilizer shall be applied at a rate of ten (10) pounds per one thousand (1000) sq. ft. for all areas. Four (4) applications of (8- 10 -10) fertilizer will be applied during the months of February, May, July, and October. One (1) application of (21 -0 -0) Ammonium sulfate at a rate of four and one half (4.5) pounds per one thousand (1,000) square feet shall be applied in the month of November. Four (4) applications of Sequestrene Iron at a mixture of one and one - quarter (1.25) tablespoons per gallon will be applied during the months of March, June September and December. The application is to be a drench, at the root zone of all Bougainvillea, Juniper, Liriope, Allamanda, Iris, Ixora or any plants subject to iron deficiencies as determined by the Contract Manager. Six (6) applications of 20 -20 -20 at ten (10) pounds of materials per one hundred (100) gallons of water with Ferrmec AC 13 -0 -0 plus six percent (6 %) iron at one - third 1/3 gallon of material per one hundred (100) gallons of water. (Optional at the request of the Contract Manager) It is estimated that the turf and plant beds covering approximately ninety -one thousand seven hundred (91,700) square feet, will require the application of three hundred fifty -one (351) fifty (50) pound bags per Contract period. All applications shall be made during the first week of the month. Applications shall be made to turf the day following irrigation when grass blades are dry. In areas where applicable, immediately after the fertilizer is applied, the sprinklers shall be activated for thirty (30) minutes to bring organic fertilizers to the soil's surface and to dissolve water - soluble particles. Following this watering, the controls shall be returned to automatic mode. All fertilizers shall be removed from curbs to avoid staining. Palms Contractor shall apply palm fertilizer during October and May as specified below. Collier County will provide fertilizer. Should yellowing occur on the top fronds, manganese sulfate will be required and if on the lower fronds, magnesium sulfate will be required to be applied with the 10 -5 -10 at the rates specified. Granular fertilization of the Palms shall be determined by the caliper (diameter) of the Palm trunk and applied by hand in a ring around the Palm's base at a twenty - four inch (24 ") radius. It is estimated that the palms will require the application of sixty (60) fifty (50) pound bags per Contract period (thirty (30) bags per application). Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 18 SPECIFICATIONS (continued) 16B5 Formulation Application Rate (Per Tree) 10 -5 -10 94 - Cabbage /Sabal Palms 5 lbs. 49 - Washingtonia Palms 10 lbs. 5 - Paurotis Palms 5 lbs. 6 - Royal Palms 10 lbs. 93 - Carpentaria Palms 3 lbs. 8 - Queen Palms 10 lbs. 10 - Roebelenii Palms 4 lbs. C. ORNAMENTAL & TURF SPRAYING Overall Ornamental & Turf Spraying of plants, shrubs and grassed areas within Areas 1 and 2 are included in the Contract. TABLE I Area 1 Turf Area (Floratam) Planting Beds Median #1 3,625 sq. ft. 3,400 sq. ft. Median #2 1,525 sq. ft. 2,075 sq. ft. Median #3 940 sq. ft. 3,215 sq. ft. Median #4 925 sq. ft. 810 sq. ft. Median #5 0 sq. ft. 4,120 sq. ft. Median #6 6,060 sq. ft. 810 sq. ft. Median #7 270 sq. ft. 810 sq. ft. Median #8 1,700 sq. ft. 1,010 sq. ft. Median #8A 250 sq. ft. 810 sq. ft. Median #9 3,690 sq. ft. 1,045 sq. ft. Median #10 1,260 sq. ft. 810 sq. ft. Median #11 0 sq. ft. 2,290 sq. ft. Median #12 0 sq. ft. 7,285 sq. ft. Median #13 2,200 sq. ft. 1,060 sq. ft. Median #14 0 sq. ft. 2,285 sq. ft. Median #15 0 sq. ft. 2,500 sq. ft. Median #16 0 sq. ft. 1,825 sq. ft. Median #17 0 sq. ft. 5,340 sq. ft. Median #18 0 sq. ft. 3,050 sq. ft. Median #19 0 sq. ft. 1,605 sq. ft. Median #20 0 sq. ft. 1,165 sq. ft. Median #21 0 sq. ft. 1,075 sq. ft Median #22 0 sq. ft. 1,225 sq. ft. Median #23 & Bus Stop 0 sq. ft. 1,645 sq. ft. M -1 3,900 sq. ft. 3,655 sq. ft. M -2 3,900 sq. ft. 3,655 sa, ft. Totals 30,245 sq. ft. 58,575 sq. ft. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 19 SPECIFICATIONS (continued) 16B5 Area 2 Turf Area (Bahia) Plantinq Beds M -3 0 sq. ft 320 sq. ft. M -4 0 sq. ft. 320 sq. ft. Doral Bridge 2,040 sq. ft. 0 sq. ft. Abutments & RNV Lift Station Abutment 200 sq. ft. 0 sq. ft. Total: 2,240 sq. ft. 640 sq. ft. 1. It is required that the Pest Control Firm performing these services shall possess and provide the following to the Contract Manager: a. Valid State of Florida Pesticide License that complies with all Federal, State (Chapter 482) and local laws and regulations. b. Bachelor degree in Ornamental Horticulture and/or Entomology or the equivalent practical experience approved by the Contract Manager. c. Current Contractor's Occupational License for Pest Control Service. 2. The Pest Control Firm shall provide an overall written pest and spray program that shall incorporate ant and rodent control and shall meet or exceed the following minimum standards: a. Describe procedures, methods and techniques that will enhance the environment. b. Provide the maximum protection for the health, safety and welfare of the public and environment. c. List of all chemicals to be used. 3. The Pest Control Firm shall make on -site inspections and provide written reports to the Contract Manager once per month. 4. Methods of Application: One hundred percent (100 %) coverage and penetration shall be provided. Insecticides and fungicides shall be applied at the proper pressure to provide maximum coverage. a. Insecticides should be alternated from time to time to prevent an insect resistance to the application. b. Herbicides used in turf areas shall be applied at the proper pressure. c. Herbicides shall not be applied when the temperature exceeds eighty -five (85) degrees. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 20 16B5 SPECIFICATIONS (continued) d. Spreader sticker (Nu -Film 17 or equal) shall be incorporated in all spraying of Groundcovers, Shrubs, Trees, Palms, and Turf Areas when recommended by the label. e. Spray applications shall be applied during times of "No- Wind" conditions. f. No trucks or tractors with bar type tires or a gross weight greater than three thousand (3000) pounds will be allowed within or on the median areas. g. At time of application, provide and place traffic control meeting Florida Department of Transportation, M.U.T.C.D. and Indexes and the Collier County M.O.T. Policy. h. All spray application shall contain a wetting agent within the mix when recommended by the label or Contract Manager. 5. Rate of Application: All chemicals shall be applied at the rates recommended on the manufacturers' labels. 6. Materials List: All insecticides, fungicides and herbicides chemicals to be used on turf areas and on plant materials shall be submitted in writing to the Contract Manager for review and approval. All chemicals used shall be approved for use by the Environmental Protection Agency for it's intended use and area of use. 7. Application Schedule: The number of applications shall be enough to provide a weed free area around all signs, guardrails, street light bases, traffic control boxes, concrete curb joints and other areas specified by the Contract Manager. Ferrmec AC 13 -0 -0 plus six percent (6 %) iron at one -third (1/3) gallon of material per one hundred (100) gallons of water to be added with each application of insecticide, fungicide and herbicide. a. Turf Areas: Insecticides & Fungicides - Twelve (12) applications on an as needed basis. Herbicides: Six (6) applications, to include Pre - emergent in February and September, Post - emergent in November, January and March or on an as needed basis Bid No. 04 -3676 "Leiy Golf Estates MSTU Roadway Grounds Maintenance Page 21 16B5 SPECIFICATIONS (continued) b. Groundcovers, Shrubs and Trees: Insecticides & Fungicides - Twelve (12) applications on an as needed basis. c. Bed Areas: Herbicides: Six (6) applications, Pre - emergent in February and September, Post - emergent in November, January and March or on an as needed basis. 8. Additional Requirements: When it becomes necessary for the Contractor to return for additional spraying as directed by the Contract Manager due to non - performance of a required application, such shall be performed at no cost to the Owner. D. MULCHING Organic Mulch Areas with no mulch or new planting areas shall have mulch placed to provide for a four inch (4 ") non - compacted or unsettled depth measured from the existing soil grade. The area to receive the mulch shall be raked level to establish the proper finished grade and have all weeds removed prior to the placement of the mulch. Labor cost for weeding, hand grading and placement of new mulch shall be per Unit Cost as indicated on the Proposal Page. Re- mulching of plant beds and individual plant mulch rings shall have a two inch (2 ") non - compacted layer of mulch applied during the months of November and May. Prior to the re- mulching the Contractor shall turn, mix and if required, remove a one foot (1') wide three inch (Y) depth area of mulch and dirt from behind the back of curb around all medians. Labor costs for weeding, turning, mixing, removal of the existing mulch and for placement of new mulch shall be per Unit Cost as indicated on the Proposal Page. Mulch shall not be placed over valves or valve boxes that are located within mulched areas and shall not be placed near or on the trunks of shrubs, trees or palms. General Mulch material shall be purchased by Collier County under its Annual Contract and coordinated with the Contractor for delivery purposes. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 22 16B5 SPECIFICATIONS (continued) E. MISCELLANEOUS SITE FIXTURES AND FEATURES Entry signage, accent lighting fixtures, flags, flagpoles, and benches shall be visually reviewed weekly to determine if malfunction, damage or a hazardous problem exist. If any damages or improper operation are found or viewed an immediate notification to the Contract Manager is required. F. LANE CLOSURE Lane closure for median maintenance shall be limited and pursuant to the County MOT Policy. Upon approval of an MOT Plan and proper placement of lane closed signs, pre- warning signs, arrow boards, traffic cones etc., the lane may be restricted from traffic. G. IRRIGATION SYSTEMS This project site has both subsurface irrigation systems and conventional pop -up sprinkler systems. All services listed under this Section shall be covered in the Contract Proposal item "Irrigation System" cost under Basic Maintenance Functions. Contractor shall bid an hourly rate to cover all irrigation items listed below for each type of system. Subsurface Irrigation Systems: No excavation or mechanical metal blade edging around plant beds shall be done within these medians. Mechanical metal blade edging is permitted along the back of curbing. Contractor shall provide "On Call" services to this project upon request of the Contract Manager with regards to problems with the subsurface systems. All labor and material costs to repair leaks or damage in the porous piping or minor PVC piping shall be covered in the Proposal unit pricing. The Contractor shall be responsible for acquiring the replacement parts necessary for repairs. Contractor shall use only County approved replacement parts. Contractor shall maintain on staff, at all times, a porous pipe system trained or subsurface system technician, approved by the Contract Manager, for maintaining the systems. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 23 SPECIFICATIONS (continued) 16B5 Weekly Service Requirements: 1. A visual inspection of the subsurface irrigation systems shall be performed weekly to determine if the systems are functioning normally and if cuts, leaks, piping damage, flooded areas exist, and repair as necessary. This shall also include review and re- setting of the controllers and in- ground moisture sensor adjustments or other rain sensing devices as needed. 2. System Computer / Controller a. Operate, adjust, and set controller to provide proper operation of the systems. b. Diagnose and repair electrical and mechanical malfunctions. c. Monitor and adjust the system zones moisture levels based upon moisture sensor readings. d. Operate controller on automatic, manual and single trip operation. e. Monitor controller standby battery backup and replace as required. 3. Automatic Control Assemblies and Quick Coupling Valves a. Review control valve assembly and by -pass system for proper settings. b. Open zone control valve assemblies and quick coupling valve boxes to review valves for leaks; pressure gauge operation; proper settings and are clean of debris or mulch. 4. All cuts, leaks or other piping damage found to be caused by the grounds maintenance personnel or subcontractors performing services in the landscape areas shall be repaired immediately at no cost to the County. 5. Within all work areas the Contractor shall review the plant material and turf for dry conditions and if found, advise the Contract Manager and correct the problem immediately. 6. Review system water source connections to include water meters, backflow preventers, gate valves, points of connection and main lines for proper operation. Monthly Service Requirements: 1. Automatic Control Valve Assembly a. Manually operate valves, and clean valve assembly filters. 2. Backflow Assembly a. Review assembly for proper operation and clean filters as needed. 3. Quick Coupling Valves a. Review boxes and operate valve. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 24 SPECIFICATIONS (continued) 1665 4. Manually run the system with open flush caps and review sprinkler head indicators located at the end of zones. 5. Review pressure gauge readings at control valve assemblies for each zone, as well as gauges located at the end of zones where present to determine the system and porous piping is functioning properly. 6. Check, analyze and adjust flow control devices as required. Quarterly Service Requirements: 1. Review all subsurface system piping, valve assemblies, wiring, moisture sensors and controllers for overall general operation and provide adjustments as required to assure proper operation and irrigation application. Conventional Pop -up Sprinkler Systems Weekly Service Requirements: 1. Each median zone shall be manually turned on at the valve to ascertain proper operation of the system. 2. Check the controllers and rain sensing devices for proper operation and settings. 3. The Contractor shall further adjust all sprinklers heads to ensure that all landscaped areas receive total one hundred percent (100 %) irrigation coverage. 4. Within all work areas the Contractor shall review the plant material and turf for dry conditions and if found, advise the Contract Manager and correct the problem immediately. 5. A visual inspection of the irrigation systems shall be performed weekly to determine if the systems are functioning normally and if cuts, leaks, piping damage, flooded areas exist, and repair as necessary. This shall also include review and re- setting of the controllers and in- ground moisture sensor adjustments or other rain sensing devices as needed. 6. System Computer /Controller a. Operate, adjust, and set controller to provide proper operation of the systems in accordance with the County Irrigation Ordinance. b. Diagnose and repair electrical and mechanical malfunctions. c. Monitor and adjust the system zones moisture levels based upon moisture sensor readings. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 25 SPECIFICATIONS (continued) 16B5 d. Operate controller on automatic, manual and single trip operation. e. Monitor controller standby battery backup and replace as required. 7. Automatic Control Assemblies and Quick Coupling Valves a. Review control valve assembly and by -pass system for proper settings. b. Open zone control valve assemblies and quick coupling valve boxes to review valves for leaks, pressure gauge operation, proper settings and assure that they are clean of debris or mulch. 8. Pump Site — Main Line Supply Booster a. Inspect for proper operation. 9. All cuts, leaks or other piping damage found to be caused by the grounds maintenance personnel or subcontractors performing services in the landscape areas shall be repaired immediately at no cost to the County. 10. Within all work areas, the Contractor shall review the plant material and turf for dry conditions and if found, advise the Contract Manager and correct the problem immediately. 11. Review system water source connections to include water meters, backflow preventers, gate valves, points of connection and main lines for proper operation. Monthly Service Requirements: 1. Manually run the system, clean and adjust sprinkler heads /nozzles and irrigation shields, if existing, as necessary to ensure for proper coverage and that there are no sprinklers heads /nozzles spraying directly onto the roadway or sidewalk areas. 2. Automatic Control Valve Assembly a. Manually operate valves, and clean valve assembly filters. 3. Backflow Assembly a. Review assembly for proper operation and clean filters as needed. 4. Quick Coupling Valves a. Review boxes and operate valve. 5. Pump Sites a. Once a month, the Contractor will trouble shoot the pump station, checking amperage draw and document the results for future reference. A copy of the results shall be supplied to the Contract Manager. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 26 SPECIFICATIONS continued 16B5 b. Manually run the system to ensure proper coverage and that no sprinkler heads and nozzles are spraying onto the roadway. Clean and adjust sprinkler heads and nozzles and irrigation shields to ensure proper coverage. c. The Contractor will check all zone wiring and solenoid conditions through the use of an OHM meter and document the results for future reference. A copy of the results shall be supplied to the Contract Manager. d. The Contractor will clean the strainer filters and inspect them for wear at Pump Station. Should excessive wear be found, the Contract Manager shall be notified. e. The Contractor shall provide to the Contract Manager the recorded well water flow meter readings for the two (2) well locations on the General Maintenance Report Sheets. 6. Manually run the system with open flush caps and 'review sprinkler head indicators located at the end of zones. 7. Review pressure gauge readings at control valve assemblies for each zone, as well as gauges located at the end of zones where present to determine the system and porous piping is functioning properly. 8. Check, analyze and adjust flow control devices as required. Quarterly Service Requirements: Review all subsurface system piping, valve assemblies, wiring, moisture sensors and controllers for overall general operation and provide adjustments as required to assure proper operation and irrigation application. General Service Requirements for Irrigation Systems: Should South Florida Water Management District or other governing agency establish water restrictions which would be more restrictive than the Collier County Irrigation Ordinance, the irrigation systems shall be inspected and all controllers set to the mandated hours of operation set by the District or Agency. Subsurface systems are exempt from water restrictions per C.C.I.O. system with reuse water source has no restrictions. 2. Use only County approved replacement parts, and use only matched precipitation head replacements. Sprinkler heads, if needed to be replaced, shall be supplied by Collier County. Bid No. 04 -3676 Tely Golf Estates MSTU Roadway Grounds Maintenance Page 27 1685 SPECIFICATIONS (continued) 3. Keep all grass and mulch out of all valve boxes. All valve boxes in sod areas are to be kept at sod level. All valve boxes in plant beds are to be kept two inches (2 ") above finished mulch level. The inside of all valve boxes shall be kept clean, and the valves shall be kept one hundred percent (100 %) accessible. 4. Upon issuance of a "Notice to Proceed" the Contractor shall review all irrigation systems and notify the Contract Manager of any existing problems. 5. One hundred percent (100 %) irrigation coverage shall be maintained within all irrigated landscaped areas while this Contract is in effect. 6. Notification to the Contract Manager is required when acts of vandalism or accidents have occurred to the irrigation system. Photos shall be taken and provided to the Contract Manager at no additional cost. MISCELLANEOUS IRRIGATION MAINTENANCE RESPONSIBILITIES 1. Should the temperature be forecast to be below thirty -four (34) degrees, the Contractor shall be responsible for turning the irrigation system off in order to protect plants from possible freeze damage. 2. It shall be the Contractor's responsibility to notify the Contract Manager of any irrigation problems or additional irrigation maintenance needs. 3. Should additional costs be involved which are not covered within the Contract Specifications, a Unit Cost shall be agreed to by the Contractor and the Contract Manager prior to additional services being performed. 4. The irrigation service personnel shall have two -way hand -held communications during all services and /or inspections. 5. The irrigation service personnel must trouble shoot time clocks, (i.e. power -in 110 volt and 24 -volt fuses, 24 volts output when necessary.) 6. The irrigation service personnel must trouble shoot any pump start relay, main fuses and capacitors when necessary. 7. The filter screen located at the flow meter shall be cleaned and /or replaced in six (6) month intervals or as needed. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 28 SPECIFICATIONS (continued) 16 B 5 H. ADDITIONAL /EMERGENCY LANDSCAPE MAINTENANCE SERVICES The Services being requested under this Section shall be for additional and /or emergency service. The Services may be required to be performed throughout Collier County. Travel time hourly rates shall include all supervision, labor and equipment required to provide the Services as listed in the "Additional Landscape Maintenance Services Proposal." The Contractor shall provide Unit Costs for supplying the Maintenance Services as listed on the "Additional Landscape Maintenance Services Proposal." The Contractor shall provide the Services in accordance with the above specifications where applicable. The Contractor shall not include travel time cost within the Basic Maintenance Services pricing. The Contractor's Additional Landscape Maintenance Services Bid Unit Prices shall be fixed for the period of the Contract and subject to the percentage of price increase per the Contract Renewal Increases as listed in the Contract Proposal. I. TURF ORIGIN AND QUALITY All turf supplied shall be "Nursery Grown" or "Field Grown" for the purposes of sodding and shall be a "Premium Grade Sod" as specified below. The sod shall be cut, delivered and /or laid in accordance with the following specifications or the most current and accepted Horticultural Industry's Standards and Practices whichever is more restrictive. All sod shall be delivered to the site and be accompanied with a delivery ticket listing quantity, origin and date and time the sod was cut and loaded. Sod shall be delivered at the specified site within a twenty -four (24) hour period after field cutting and shall be laid within a forty -eight (48) hour period after field cutting. Sod being transported for a time period greater than one (1) hour shall be covered during transport. The Contractor acknowledges that acceptance of any sod at anytime of a Grade other than the Premium Grade specified in this Contract shall not establish a lessor standard or relieve the Contractor from providing the Premium Grade sod as specified for the duration of the Contract period. Premium Sod Sand Grown: Turf grown on ninety percent (90 %) natural sand. Muck Grown: Turf grown on soil containing fifty percent (50 %) or greater amounts of organic materials by volume. Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 29 SPECIFICATIONS (continued) 1685 Each sod pad shall be insect and disease free, vigorous and have a healthy green color in appearance. The top growth (grass blades or foliage), shall have no more than ten percent (10 %) chlorosis within the top growth and contain no thatch or dead vegetation layer within each pad. Sod shall be weed free, but in no case shall the weeds exceed two percent (2 %) of the total sod pad. Pad Size: Individual sod pads shall be cut to industry standard widths and lengths with a deviation no greater than five percent (5 %). Broken or uneven ended pads will not be accepted. Pad Thickness: Thickness of the cut sod shall be to the industry's standard, but in no case shall the thickness of the soil be less than one inch (1") in depth for St. Augustine and Bahia grasses. Strength of Pad: Standard size pads shall be mature, well rooted and contain a soil layer thick enough to provide a strength that will support the pad's weight and maintain it's size and shape when the pad is suspended vertically by hand on the upper ten percent (10 %) of the pad section without tearing apart. Moisture Content: The sod soil shall contain enough moisture so that the soil is not excessively dry or wet. In no case will the sod be accepted if the soil layer becomes hardened, loose so as not to hold it's shape and /or hydrophobic in nature. J. QUANTITIES The Quantities listed in the Contract Proposal are approximate and are for the purpose of bid evaluation. The County reserves the right to order such quantities as may be required during said period, but does not guarantee any minimum or maximum to be ordered during the period specified. Bid No. 04 -3 76 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 30 1685 Collier County Florida Insurance Requirements INSURANICE TYPE REQUIRED LIMITS X 1. Workers' Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements. Policy must include Employer's Liability with a limit of $1,000,000 each accident. X 2. !Commercial General Liability Bodily Injury & Property Damage (Occurrence Form) patterned after the current I.S.O. for with no limiting endorsements. $1,000,000 Single Limit Per Occurrence X 3 X 4 N/A Indemnification: The ContractorNendor, in consideration of One Hundred Dollars ($100.00), the receipt and sufficiency of which is accepted through the signing of this document, shall hold harmless and defend Collier County and its agents and employees from all suits and actions, including attorney's fees and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of this contract or work performed thereunder. This provision shall also pertain to any claims brought against the bounty by an employee of the named ContractorNendor, any Subcontractor, r anyone directly or indirectly employed by any of them. The ontractorNendor's obligation under this provision shall not be limited in any ay by the agreed upon contract price as shown in this Contract or the Firsonsidered ntractorNendor's limit of, or lack of, sufficient insurance protection. The t One Hundred Dollars ($100.00) or money received on the contract price is as payment of this obligation by the County. Automobile Liability $1,000,000 Each Occurrence Owned /Non- owned /Hired Automobile Included 5. Other Insurance as indicated below: i) Professional Liability $-0- )) Builder's Risk $ -0- l Ylll� rNTOVANCZ, INC. 370 Commercial Blvd. Naples, Florida 34104 Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 31 16B5 Collier County Florida Insurance Requirements (Continued) X 6. Contractor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same contractor shall provide the County with certificates of insurance meeting the required insurance provisions. X 7. Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability. X 8. Collier County Board of County Commissioners shall be named as the Certificate Holder. NOTE: The "Certificate Holder" should read as follows: Collier County Board of County Commissioners 3301 East Tamiami Trail Naples, FL 34112 X 9. Thirty (30) Days Cancellation Notice is required. X 10. The Certificate must state the Bid Number and Title. BIDDER'S AND INSURANCE AGENT STATEMENT: We understand the insurance requirements contained in these specifications, and that the evidence of said insurance may be required within five (5) business days of the award of bid. Bi fiP Signature of idder IN 370 Commercial Blvd. Naples, Florida 34104 1pj 1•.Lc AgertCY I 1, N4M� of Bid&r's j Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 32 1685 THIS SHEET MUST BE SIGNED BY VENDOR Board of County Commissioners Collier County, Florida Purchasing Department BIDDERS CHECK LIST I M P O R T A N T: Please read carefully, sign in the spaces indicated and return with your bid proposal. Bidder should check off each of the following items as the necessary action is completed: 1. The Bid has been signed. 2. The Bid prices offered have been reviewed. 3. The price extensions and totals have been checked. 4. The payment terms have been indicated. 5. Any required drawings, descriptive literature, etc. have been included. 6. Any delivery information required is included. 7. If required, the amount of bid bond has been checked, and the bid bond or cashiers check has been included. 8. Any addenda have been signed and included. 9. The mailing envelope has been addressed to: Purchasing Director Collier County Government Center Purchasing Building 3301 East Tamiami Trail Naples, Florida 34112 10. The mailing envelope must be sealed and marked with: • Bid Number; • Bid Title; • Opening Date 11. The bid will be mailed or delivered in time to be received no later than the specified opening date and time. (Otherwise bid cannot be considered.) ALL COURIER DELIVERED BIDS /RFPS MUST HAVE THE BID /RFP NUMBER AND TITLE ON THE OUTSIDE OF THE COURIER PACKET. CCF 1111TEWANCE, INC. 370 Commercial Blvd_ Naples, Florida 34104 Sign ture & T le f� -) )- %IGa /.� G F Date Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 33 CONTRACT PROPOSAL FROM: LA:10 Gobw Blvd Plaples,Florida�St� — DUE: August 18, 2004 Board of County Commissioners Collier County Government Center Naples, Florida 34112 RE: BID No. 04- 3676- - "Lely Golf Estates MSTU Roadway Grounds Maintenance" Dear Commissioners: The undersigned, as bidder, hereby declares that he has examined the specifications and informed himself fully in regard to all conditions pertaining to the work to be done for Lely Golf Estates MSTU Roadway Grounds Maintenance as per the attached specifications. The Bidder further declares that the only persons, company or parties interested in this Proposal or the Contract to be entered into as principals are named herein; that this Proposal is made without connection with any other person, company or companies submitting a Bid or Proposal; and it is all respects fair and in good faith, without collusion or fraud. The Bidder proposes and agrees, if this Proposal is accepted, to contract with the County to furnish work in full, in complete accordance with the attached specifications, according to the following unit prices: Please see attached Proposal Sheets Any discounts or terms must be shown on the Proposal Form. Such discounts, if any, will be considered and computed in the tabulation of the bids. In no instance should terms for less than fifteen (15) days payment be offered. Prompt Payment Terms: % Days; Net 30 Days Addenda received (if applicable): # #2 # Proposal continued on next page.... Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance CONTRACT PROPOSAL (continued) 1. BASIC MAINTENANCE FUNCTIONS Cost tolPerform Basic Maintenance Functions as follows: Page 34 6 R 5 U .Ain M1UVERIA4NCE, 1JVC- 370 Commercial Blvd. Naples, Florida 34109 Function Qty. Unit Unit Cost Total Cost Sq Ft. Cost Mowing & Edging 52 Ea. $� �' $ oo $ Irrigation Systems a. Subsurface systems 104 hrs. Ea. $.taa $3C7. b. Conventional systems 156 hrs. Ea. $ , -° $ Roo. Weeding 52 Ea. $ l �. $ 5"�."' $ 0, c)2.'a/_- Trimming & Pruning 52 Ea. $ 13 �^ fl� $ 2-10 $ 0, C>c,, 6/ Z R Trash Removal 52 Ea. $ $ 3 Do, �0 Street Cleaning 52 Ea. $ 25. $ 31 o Traffic Control 52 Ea. $ C1,� $ 2a SUBTOTAL "A" (Annual costs): $ '. SUBTOTAL "A" (divided by 12 months) Monthly Total $ -' II. Site Specific Maintenance Functions as follows: A. FERTILIZATION (County will supply granular fertilizer) Function Qty. Unit Unit Cost Total Cost Turf, Groundcover, Shrubs 351 Bags Ea. $ $ Palm's and Canopy Trees Perform Sequestrene Iron Drench Application 4 Ea. $ o1D $ Z» — 20 -20 -20 6 Ea. $� $��_' SUBTOTAL "B" $�Z35y 2 elb 32- Y8 ag 4 i R 6/ Z R Bid No. 04- 676 "Lely Golf Estates MSTU Roadway Grounds Maintenance AM Me to CONTRACT PROPOSAL (continued) Turf Area, Insecticides & Fungicides 12 AC 13-0-c' plus 6% iron Herbicides6 AC 13-0-0 plus 6% iron Groundcqver, Shrubs & Trees: Insecticide s & Fungicides 12 AC 13 -0 -0 plus 6% iron Herbicidels 6 AC 13 -0 -0 plus 6% iron C. MULCHING OF PLANT BEDS Function Q FBI Cost B5 Pale -36- _ .6 il�if LAIWO ,ve9l1U`A'VNAJVC,V, IJWC- 370 Commercial Blvd. Naples, Florida 34104 I Cast Sa. Ft Cost DA Ea. Appl. $ $ -5 �� $Z Ea. Appl. $J $b o� 00 w34JI Ea. Appl. $ fob," $ $ Q , r Ea. Appl. $ SUBTOTAL "C" $ Application (May & Nov.) 6,000 Bags Ea FIXTURES AND Visual review 52 Week E. CANOPY TREE AND PALM PRUNING Function Qty. Unit it Unit Cost Total Cost IES )nit Cost Total Cost 00 $ 5 °� $ 2� ©.-- Canopy Trees: - (April and September): Black olive 1 Ea. Cut $ Calo hyllum 4 Ea. Cut $ Crap a myrtle 4 Ea. Cut $ O, Butt nwood 1 Ea. Cut $ 10-T T $ 5, °.Z-) $ $ Bid No. 04 -3676 "Lely Goif Estates MSTU Roadway Grounds Maintenance CONTRACT PROPOSAL (continued) on Canopy T -ees: - (April and September): Daho n holly 55 Ea. Cut Ligu rum 4 Ea. Cut Tabe uia 7 Ea. Cut Yellow elder 4 Ea. Cut Palms: (June): Carpentaria (Remove seed pods only -self cleaning) 93 Ea. Que n 8 Ea. Paur tis 5 Ea. Roe elenii 10 Ea. Roy I (Self Cleaning) 6 Ea. Sabel/Cabbage 94 Ea. Was ingtonia 49 Ea. III. SUMMARY OF ANNUAL COSTS Maintenance Fu (Subtotal "A" Annual Costs) aintenance Fun Init Cost $ $ o0 On $ SUBTOTAL "D" Ferti ization (Subtotal "B ") OrnE mental Spraying (Subtotal "C ") Mulching of Plant Beds Miscellaneous Site Fixtures and Features Canopy Tree Subtotal ( "D" x 2) Palm Pruning Subtotal ( "E ") IV. TOT/ (Written Amount) BASE d W 4111�) iW )t $ $ 1 �4 $ $ $�5 as $ 23. SUBTOTAL "E" B5 LANO dal Blvd. Napies, Fion a 34104 $ 5 . °0 - $ ZD $ $ $ $ .3 $ $ V D $_1,�1c�. =° $__a _- $ �. u $ $ f 00, $ Zia -- $ z9D -" $ 34(Zx., 00 i'ti 571 X Wit' fI o Bid No. 04 -1676 "Lely Golf Estates MSTU Roadway Grounds Maintenance CONTRACT PROPOSAL (continued) V. TOTAL MEN Crew Size TO PERFORM SERVICES (Mini um 4 person crew required per week) Per i eek� (611— Page 3 16B5 , JWV " AfH7,VflaAfJCJF, dam. 370 Commercial Blvd. Napier, FkWift 341 .,„s.; ESTIMATED TOTAL MAN -HOURS TO PERFORM REQUIRED SERVICES (The Contractor shall submit the amount of man -hours that they intend to provide to this Contract on a weekly basis.} Hours Pe Week l Crew Size ( ersonnel on Site) Man -Hours VI. ADDITIONAL LA INTENANCE SERVICES Should additional work of the following description be required, adjustment will be made to the Contract Sum at the following Unit Prices, which shall include all expenses, including ;Overhead and Profit, MOT, Supervision and Transportation. A. GENERAL SERVICES Irrigation G Supervision v a� per man -hour) Irr gation Technician (per man -hour) elper (per man -hour) e Straw — Labor Costs Per Bale Only Materials — Cost Plus Rental cost per day of a 4,000 gallon taker including Operator with Required Operating License. Additional Hand Watering (Contractor td Provide Tanker and Operator) (per hour) Stump Grinder and Operator (per hour) Bobcat and Operator (per hour) ao UQ $ 3 $ 35, $ -5-0,0 % $ do, $ JL $ 25'.'� oa $ 5, Bid No. 04 -676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 3 16B5 These se requires i requested Contracto the install irrigation CONTRACT PROPOSAL (continued) E (ices shall be activated in the event that damaged or dead plant material :placement and /or landscape areas require minor renovations. Quotes for items under this Section generally shall be for small quantities. The shall bid installed Unit prices which includes materials and labor required for tion, MOT, initial watering and establishment hand watering provided the rstem is not providing proper coverage. All plant 1 aterial provided shall be Florida #1 or better as specified by the Department of Agriculljure's "Grades and Standards for Nursery Plants" Volumes I & 11 latest edition. ITEM Unit Unit Cost 1. Mulch 57- Shredded Cypress Bark, Grade "A ", 2" depth sq. ft. $/,_ Eucalyptus, Grade "A ", 2" depth sq. ft. $ 1, 5a Pine straw, 3" fluffed depth sq. ft. $ Washed shell, 3" depth sq. ft. $ �i Gray slag gravel, (1/2 ") sq. ft. 2. Plants a. 4" Container, Annuals / Perennials each 00 $ 3, '— Begonias, Impatiens, Lantana, Pentas Purple queen, Dune sunflower, Perennial Peanut Ground Cover, etc. b. 1 Gallon Container African Iris each $, Coontie each $ 16 OQ Agapanthus each $ Fla. Gama grass each °� $ b. — Juniper'Parsonii' each Lantana each $ �.QP Pentas each $ °° Liriope 'Evergreen giant' each $ Purple queen each $ Q0 Spider lily each $0y- Perennial Peanut ground cover each $ 8, o WWI—, . .„_„�„ ground Orchoos each $ 16, LAJVN AArWrENANCE, INC. '370 Commercial ivd. Naples, Fior+da Y 04 Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 39 16B5 CONTRACT PROPOSAL (continued) ITEM Unit Unit Cost c. 3 Gallon Container 00 i6. _ Agapanthus each $ Cocoplum 'Horizontal' each T $ I 0a Coontie each $, uO Dwarf bougianvillea each $ 181 Fakahatchee grass each $ 16, Florida privet each $ �� t Fountain grasses each $, Ilex 'Schellings dwarf' each $ Indian hawthorn 'Alba', white each $ Ixora'Nora grant' each $ Dwarf Ixora each $ Juniper'Parsonii' each $ Spider lily each $ /6. Thryallis each $_ �i� , Turnera 'Yellow Alder' each $ ! 6, Wax myrtle each $ Saw palmetto each $ Sea oats each $ Z5, Silver buttonwood each $ 1�, , ,-° Simpson stopper each $ 16, =' Varigated pittosporum each $�. Walter's viburnum each $ Muhly grass each $ Ground orchids each $`= d. 10 Gallon Container Bottlebrush 'Red cluster' each $ Cardboard palm each $ /yv. Cattley guava each $ t 30.,:9 Crinum lily each $ j 3o,%2 Crape myrtle each $ / Iya, Hibiscus standard each $ ! D a° Jamacian caper each $ yO `R- Ligustrum each $. /:Yp, Myrsine each $HID. `� Silver buttonwood each $ v,`'� Simpson or Spanish stopper each $ / �D,_ Wax myrtle each $ A0, aftwigated pittosporum each LAND AUVT1l=3trlAJV , ice'. 370 Commercial Blvd. Naples,, Florida 34104 Bid No. 04- 676 "Lely Golf Estates MSTU Roadway Grounds Maintenance CONTRACT PROPOSAL (continued) ITEM Unit Page 40 Unit Cost 1685 e. 30 Gallon Container Bottlebrush 'Red cluster' each $ >o Cassia each $ oa`�' Crape myrtle each $_ 0,'- -4 Dahoon holly each $ 00 Holly 'East palatka' each $ Foxtail palm each 14013. Ligustrum each $ Live oak each $ o. Mahogany each Red maple each Orange geiger each $_3° Orchid tree (white) each $ Slash pine each $_�° —' Tabebuia 'lpe' each $ � Wax myrtle each $ 300, White geiger each $ goo .= Yellow elder each $' f. 65 Gallon Container Bottlebrush 'Red cluster' each $ Crape myrtle each $ Dahoon holly each $ 55a . °J Holly 'East palatka' each $ 556 • Foxtail palm each $ Ligustrum each $ Live oak each Mahogany each $�° Red maple each $ Orange geiger each $ Orchid tree (white) each $ 950 ,° Slash pine each $ Tabebuia'lpe' each $ 45D Wax myrtle each $ 550 White geiger each $ /000. o Yellow elder each $ 0 3. Palms Sabal palm (10' to 20' CT.) each $ 31 "�' Sabal palm (10' to 20' Booted) y thatch palm (6' to 7' HT., field grown) each each $ '5-z5. $ a, °$ bon palm (6' to 7' HT., field grown) each LAND .dl Iff7E!n AfJCE, i 370 Commercial Blvd. Naples, Florida 34104 Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance CONTRACT PROPOSAL (continued) Page 41 1685 ITEM Unit Unit Cost Royal palm (18' CT) each $ �`�iO • � Carpentaria palm (16' CT.) each Washington palm (30' CT.) each Solitaire palm single (10' CT.) each $ °� Solitaire palm double(10' CT.) each Foxtail palm (10' CT.) each 4. Canopy Trees Live oak (100 gal. Cont., 4 " -5" cal., 16'ht.) each $ ► =� Live oak (200 gal. Cont., 6 " -8' cal., 20' ht.) each $ 3�c�ao.`'= White geiger (100 gal.0 Cont., 6 " -8' cal., 20' ht.) each $ 2 00 °= C. LIQUID FERTILIZATION APPLICATION Apply 'Peters 20 -20 -20 at ten (10) pounds of material per one hundred (100) gallons of water with Ferromec AC 13 -0 -0 plus six percent (6 %) Iron at one -third (1/3) gallon of material per one hundred (100) gallons of water. Turf Planting Beds Unit Unit Cost per sq. ft. $ ©, 05 per sq. ft. $ 0,0S D. SOD SERVICES Removal of existing sod /weeds with sod cutter or by hand and prepare soil /area to the proposed finished grade suitable for new sod (Includes one herbicide treatment and all landfill tipping fees). Unit Unit Cost per sq. ft. $ �= E. SOD TURF GRASSES Delivered, off - loaded, fine graded for sod, laid in place, rolled and trim edges as necessary: Sod cost for areas with subsurface irrigation systems will require daily supplemental top or hand watering until the subsurface irrigation system provides adequate watering (approx. 3 weeks). Stl Augustine Conventional Subsurface Irrigation Irrigation Unit Unit Cost Unit Cost 1. Floratam: �, -,> Muck grown per 500 sq. ft. pallet $ "Y Muck 50,5 grown per 400 sq. ft. pallet $ c�a. ° $ S00 370 Commercial Blvd. Naples, Florida 34104 i i Bid No. 04 -676 "Lely Golf Estates MSTU Roadway Grounds Maintenance VII. St. ''Augustine 1►# 3. Bahia lil Page 42 CONTRACT PROPOSAL continued Conventional Subsurface Irrigation Irrigation Unit Unit Cost Unit Cost Palmetto: ,,. O� Muck grown per 500 sq. ft. pallet $ 50�."° $ 6c� Sand grown per 400 sq. ft. pallet $ 5Z20. $ "� Bitter blue: Muck grown per 500 sq. ft. pallet Sand grown per 400 sq. ft. pallet Argentine: Sand grown per 400 sq. ft. pallet $ $+:�. $ 300,0�3 $ 4100.e3� Ground Cover Unit Unit Cost Unit Cost 1. Perennial Peanut per sq. ft. (1000 sq. ft. Min.) $ 6 ` ' $ Ground Cover Sod Sod installation sq. ft. price to include complete site preparation for sod installation and top dressing with one (1) inch layer of 85115 sand mix. Sweeping 12 Ea. $ 325 , $ VIII. ADDITIONAL/ EMERGENCY LANDSCAPE MAINTENANCE SERVICES The Additional /Emergency Landscape Maintenance Services Bid is mandatory and must be completed by the Bidder in order for their bid to be considered. Function Unit Unit Cost Mowing and Edging sq. ft. $ C>, C5 Weeding q. ft. $ 9I (Hand re, Imoval and hand sprayed herbicide) i A v 370 Commercial Blvd. Nzanlas Finrirla UU14 8di Z i Bid No. 04- 3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance PROPOSAL (CONTINUED) Pruning (Per Section "II -D ") (Removal and delivery of debris to landfill site) Fertilization (Labor for broadcasting 50 lb. bag) Mulch Application (Labor fo applying 2 cu. ft. bags) Trash Piok -up and Removal (Bagging and disposal to a landfill of trash from lanc scape areas and on -site containers) Irrigation', System Review Travel time Landscape Laborer Truck Operator (Class B or higher current State of Florida Driver License) SUBCONTRACTORS TO BE USED: more than 49% of the Total Bid amount) I Name_'; %I`.( �-�L1Vl S c rct r� (Spraying) Name ILA,' !!L 1 (Irrigation) Name I A-) L nti A Ary,eM NCE, r '. 370 Commercial Blvd. Naples, Florida 34144 per hr. per bag per bag per hr. per hr. per hr. per hr. per hr. Page 43 1665 $-I it) 1'� Z> . $, $ (In no instance may subcontractor(s) perform Phone 6zll* -� Phone Phone Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance PROPOSAL (CONTINUED) Documentation enclosed: • Copy of current Landscape Contractor's License. and Irrigation Contractor's License or Unlimited Landscape Contractor's License. State of Florida Contractor's Chemical Application License. Page 44 1685 /Yes No • Verification of current projects in landscaping Yes No maintenance business. • List of owned and /or leased equipment. —ZYes No • Documentation of minimum three (3) years Yes No experience within Southwest Florida. Photo and /or manufacturer's brochure with ✓ Yes No specifications of street sweeping equipment provided. / • Proof of M.O.T. Certification � Yes No • The name, IRS W-4 form and of the firm's yes No Employee qualifying Ldu* _ 07Q Commercial Blvd. N§PWS, Florida 34104 Bid No. 04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance Page 45 PROPOSAL CONTINUED 16B5 The service to be furnished by us is hereby declared and guaranteed to be in conformance with the specifications of the County. The undersigned do agree that should this Proposal be accepted, to execute the form of contract and present the same to the County Purchasing Director for approval within fifteen (15) days after being notified of the awarding of the Contract. The undersigned do further agree that failure to execute and deliver said forms of contract within fifteen (15) days, will result in damages to the County. tI' IN WITNESS WHEREOF, WE have hereunto subscribed our names on this Z3 day of IQ, Li lrc 5l 2004 in the County of in the State of M/1 ��ain �- c�.� � Lid ti`s J�':' -��, ✓i �,.� � � c �-r" Firm's Complete Legal Name LAND AU1J7 .VJgANCZ, WC. 370 Commercial Blvd. Naples, Florida 34104 Check one of the following: ❑ Sole Proprietorship ® Corporation or P.A. State of f 7 y� 2 xl F--1 Limited Partnership ❑ General Partnership Phone No. FAX No. ZZ°I Address /VA, 1- City, State, ZIP BY: D Typed and Written Signature Title NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your proposal pages. mlEmAL LAND A N A , INC. FULL SERVICE LANDSCAPE MANAGEMENT Exceptions /Clarifications to Specifications August 23, 2004 Re: "Bid #04 -3676 LELY Golf Estates MSTU Roadway Grounds Maintenance" The following is a list of clarifications to Bid #04 -3676: 1685 Clarification 1.0. Prices; The conditions and specifications of this project are very specific for its location and layout and may differ significantly from other similar projects. Therefore the prices stated in this proposal are pertinent to this specific project only and can not be used for other similar projects without the approval of the contractor. Clarification 2,0, Utility Locates: Contractor will not remove, move or work around any utility locate markers including but not limited to stakes, flags or any other items used to identify utilities which were called in by others. Maintenance in the areas with the markers will be performed up to a one (1) foot radius of the markers in order not to move or disturb them. Regular maintenance will continue in the area once the markers are removed by the utility owner or party which requested the locate. Clarification 3,0, DelaYS: Contractor not responsible for delays caused by third parties, acts of God, weather related delays or any other delay outside the direct control of the contractor. Clarification 4.0, Chemica /s: Our Proposal is based on the use of the chemical ATRAZINE for winter time only broadleaf weed control in turf and Round -Up in planting beds. If either of these chemicals, or any other standard chemicals which we use on a day to day basis are restricted from use on Turf and Ornamental applications or they are removed from the market contractor reserves the right to add a special chemical surcharge to the prices quoted in the proposal. U Robert Kindelan President Commercial Land Maintenance FAXZ (230) 643 -012 E-MAIL-: C _ANV AO%_C0M su-m(f 1 \.� A. it ovapt MORE �41L AAA PARKING LOT STREET SGtEEPER S F'- O• BOX 7SE1 SlRASOFA, PL, 34 ( 8Lh) TEL -ti897 t;;r 14 41� 370 GQi Naptes, 1 B5 iL rid: rtcaix3aa3. _e;� J Blvd. 34194 y hwl. General: Sweeping path: Overall height: Hopper capacity: Dump height max: Dump location: Chassis: Wheelbase: GVWR: HUSKY SPECIFICATIONS 112° maximum 92" 4 cubic yards volumetric 9 ft. Left side standard Isuzu NPR Cab -over 109" 14,500 lbs. / 6577 kg Gutter Brooms: Number of brooms: 2 Diameter. 32" Number of segments: 4 Hydraulic direct drive: Variable and reversible Adjustment: Independent, left, right, up & down Controls: Pressure & wear, from cab Design: Free floating spring suspension Engine, Auxiliary: Manufacturer: Kubota Model: V2003T, 4 cylinder Turbo Diesel Displacement: 1999 C.C. Rated horsepower: 56 hp @2800 rpm Torque: 120 ft -lbs @2000 rpm Auxiliary Engine /Sweeper Instrumentation: Tachometer and Hour meter Engine oil pressure warning lamp Engine coolant temperature lamp Hydraulic fluid temperature lamp Hydraulic fluid low -level warning lamp Hydraulic filter warning tamp Truck Specifications: Manufacturer. Isuzu Model: NPR Design: Cab -over Engine: Isuzu 4HE 1 XS, 290 cu. in. Left dumping: Standard Turbo Diesel Horsepower: 175 hp @ 2700 rpm Torque: 347 ft- lb. @ 2000 rpm Transmission: Automatic, 4 speed Steering: Power wltilt & telescoping column Axles: Front: 6,830 lbs. / Rear, 11,020lbs. Brakes: Hydraulic, drum & shoe style Conveyor: Squeegee -type system, stainless ste( Hydraulic direct drive, variable speed relief valve protected. Main Broom: "The Eliminator" Patent pending. Steel core- l0' dia. x 58" long. Hydraulic direct drive, variable and Filled diameter, 32" 1685 floor pan. ind reversible Debris Hopper: 125 Gallons Material volume: 4 cubic s volumetric Maximum dump height 9 feet Diaphragm,, 3.5 gpm Minimum dump height: 24" All plastic,; non - corrosive Left dumping: Standard Dump capacity: 4,000 lbs. (1814 kg Water System: "Water Saver' Patent pending Capacity: 125 Gallons Tank Material: Steel or P lyethylene Electric pump (1): Diaphragm,, 3.5 gpm Water system material: All plastic,; non - corrosive Hydraulic System: Tank capacity: 45 gallons Pump: Dual Tandem gear Pump capacity: 10 gpm/6 99pm Controls: Electric over hydraulic Hydraulic drive motors: All interch ngeable Hydraulic fluid cooler: Air to o1 Lighting System: 2 Halogen headlamps, rectangular. 2 Stop/tail lamps. 2 turn signal lamps, front and rear. Cab marker lamps and rear clearar Warning beacon & emergency Oast Back -up lamps, automatic with audi License plate lamp. Wheels & Tires: 215 85R16E,10 ply radials, Duals on lamps. alarm. aide. For a complete list of specifications and options available, please contact factory or your nearest dealer. Sweeprite Mfg. Inc. Box 3344, 1891 Albert Street N. Regina, SK Canada S41? 31-11 Telephone: (306) 543 -2020 / Fax: (306) 775 -0447 Toll Free: 888 - 446 -4494 A �P�RIA=7b1"Zs WEEPER SALES X 3551 fA W11wa n 370 Commercial Blvd. Ndof #§, r1oritda 34104 Co" 1665 CERTIFICATE OF LIABILITY INSURANCE °"12/1° Producer Easurance Company of the Americas 1310 any, Y Oriskany, NY 13424 THIS CERTIFICATE IS ISSUED AS A MATTER INFORMATION ONLY AND CONFERS CERTIFICATE HOLDER. THIS CERTIF AMEND, EXTEND OR ALTER THE CO THE POLICIES BELOW. 12/19/03 /0 OF O RIGHTS UPON THE TE DOES NOT RAGE AFFORDED BY POLICY NL*AaM INSURERS AFFORDING COVERAGE POLICY E7Q+IRATION DATE NAIC # Insured Employee Leasingg S�olutions, Inc. L/C/F Commercial LandMainienance 1401 Manatee Ave West Suite 600 Bradenton, FL 34205 INSURER A n4suRmc:z COMPANY OF TEE AM 33030 INSURER B: INSURER C: 1 $ — INSURER D: ) 1 $ MED E P (Anyone paism r_nv��aer_cc 3 INSURER E: THE POLICIES OF INSURANCE LISTED 13ELOW HAVE BEEN ISSUED TO 7HE INSURED NAMED ABOVE FOR THE POLICY PERIOD IND►CATED. ANY REQWREMENT TERM OR CONDmON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBEDHEREIN IS SUBJECT70 ALL THE TERMS, EXCLUSIONS AND CONDnTONS AGGREGATE LANTS SHOWN AIAYHAVE SEEN REDUCED BY PAIDCLAIMS. NOTWITHSTANDING MAY BE ISSUED OR MAY OF SUCH POLICIES. rM utt tr O TYPE OF INSURANCE POLICY NL*AaM POUCY EFfSCTIVE DATE POLICY E7Q+IRATION DATE uMTTs GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ci.AlMs MADE ED OCCUR EACH OCCURRENCE 1 $ — FIRE OHMAGE (Any— ) 1 $ MED E P (Anyone paism 3 PERSONAL a ADV I AGGREGATE LIMIT APPLIES PER. PRO GENERAL A03GF EGATE S GEWL PRODUCTS– COMPrOP G S I Pouc�r JECT LOC AUTOMOBILE AUTO F- COMBINED SINGLE LIMT1 (Ea —weno $ ALL OWNED AUTOS SEED AUTOS BODILY INJURY (per Person) S FIRED AUTOS NON- OVYNEO AUTOS BODILY INJURY (Pet aoc� $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EkACC S AUTO ONLY AGG $ E>aCESa3 LIABILITY FJ4C" OpqLqa* $ AGGREGATE $ OOCUR FI CLAIMS MADE $ DEDUCTIBLE Z $ RETENTION S A T'ILPIOY®tII1lAB0ITY IN AND x 7t1 ANY PROPRIEIEitIPARTNEii1EI�JTIVE O EMMUDED? NO HYN. I vrdet SPECIAL PROVISIONSbdow MC030101500013 1/01/04 1/01/05 TTOORYLIMIT E EACH ACCIDBNr £L D SEASE –EA EMP .E $ 11000,000 EL DISEASE –PbuCY IT f 1,000,000 OTHER &8FERffiNCS: 2002152 assattPTIO/N OF OPEiAT101Va LOCAn VVEUUCI ESI pcu"Cm ADDED SY 9—MRSURW /SPE pAL VISIONS LAmo " -? r�r&JW NC 4r, 1 370 COI7 Mercial Ivd. CERTIFICATE HOLDER ADDITIONAL INSURM INstAuR LErret Naples, Florida 3 CANCELLATION 104 Commercial Land Maintenance 370 Commerical Blvd t @3, FL 34104 SHOULD ANY OF TW ABOVE DESCRIBED POLICIES THE EXPIRATIONDATE THEREOF. THE ISSUING INS MAIL 30 DAYS WRrTTEN NOTICE TO THE cERTT to THE LEFT, BUT FAILURET0 DO SO SHALL IMPOS LTABILrTY OF ANY LAND UPON THE INSURER, ITS AGE1 REPRESENTATIVES. CANCELLEO BEFORE WILL ENDEAVOR TO CAT HOLDER NAMED NO OBLIGATION OR fTS OR AUTHORIZED RESENTATNE ACORD- CERTIFICATE OF LIABILITY INSURANCE PRODUCER Gulfshore Insurance, Inc. 4100 Goodlette Road N, #100 THIS CERTIFICATE IS ISSUED AS A MATTER, ONLY AND CONFERS NO RIGHTS UPON THE HOLDER. THIS CERTIFICATE DOES NOT AME ALTER THE COVERAGE AFFORDED BY THE I Naples, FL 34103 -3303 239 261 -3646 INSURERS AFFORDING COVERAGE INSURED Florida Land Maintenance, Inc. dba Commercial Land Maintenance 370 Commercial Boulevard Naples, FL 34104 -4761 INSURER A: Cincinnati Insurance Company/ INSURER B: INSURER C: INSURER D: INSURER E: 16 B5 DATE (MM/DDIYWY) 06!07104 F INFORMATION ERTIFICATE D, EXTEND OR )LICIES BELOW. NAIC # THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.: ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS NOTWITHSTANDING BE ISSUED OR OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR R D• TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMBS A GENERAL LIABILITY CAP5805776 07/01%04 07/01%05 EACH OCCURRENCE $1.000,000 DAMAGE TO RENTED $100 000 X COMMERCIAL GENERAL LIABILITY CLAIMS MADE F—x1 OCCUR X PD Ded:1.000 ME EXP (Any one persoln) $5,000 PERSONAL a ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000.. GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OPAGG s2,000,000 POLICY PRO LOC A AUTOMOBILE X LIABILITY ANY AUTO CAP5805776 07/01/04 07/01/05 COMBINED SINGLE LIM (Es accident) T $1,000,000 BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIRED AUTOS NON-OWNED AUTOS X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN _LA ACC $ ANY AUTO AGG S AUTO ONLY., EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE* „ $ OCCUR FI CLAIMS MADE S $ DEDUCTIBLE $ RETENTION i WC STATU- OTH- WORKERS COMPENSATION AND E.L. EACH ACCIDENT $ EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXEC.UTIVE OFFICERIMEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ If yyea, describe under SPECIA PROVISIONS below OTHER low- DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS LAND landscape maintenance wuaarra+gy -- ------- � �8Y3�a✓.SAlTr.S16 INC E, �i766YE, INC. 370 Commercial E 1Vd. Naples. "+ Collier County Government Purchasing Building 3301 E. Tamiami Trail Naples, FL 34112 ACORD 25 (2001/08) 1 of 2 #M243130 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEL D BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BU r FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVE SAO ® ACORD CORPORATION 1988 COMMERCIAL LAND MAINTENANCI FULL SERVICE LANDSCAPE MANAGEMENT MJ August 23, 2004 370 C CURRENT PROJECTS LIST and 3 YEXiZ MINIMUM EXPERIENCE QUALIFICATI( Re: "Bid #04 -3676 LELY Golf Estates MSTU Roadway Grounds Maintenance" For your information and as requested in the bid documents the following is a list of current projects. Customer Project Description Collier County Medians on Golden Gate Parkway, 951 -A and 951 -B, 1995 to present Collier County Medians and right of ways on Airport Road from US -41 to Cougar Drive, 1 present Collier County Medians and right of ways on Radio road from Airport Rd. to Santa Barbar March 2001 to present Collier County Medians in LELY MSTU, July 2000 to October 2003 Collier County Medians and right of ways in Immokalee City, 1995 to present Collier County Medians and right of ways on Immokalee Road from US -41 to Goodlette R 1996 to present Collier County Medians and right of ways on Bayshore Drive, July 2001 to present Collier County Right of way landscaping on Vanderbilt Drive' October 2001 to present Collier County Medians and right of ways on SR -951 at Fiddler's Creek, July 2000 to Nov Contact: Mr. Val Prince and Bob Petersen, Collier County Transportation (941) 774 -8494 City of Marco Island Medians, bridges and right of ways on City of Marco Island, July 2000 to Contact: Mr. Dana Souza, Director of Parks and Recreation, City of Marco 389 -5000 Facilities Management Landscape Maintenance for Collier County Facilities Management, Facilities, October 2001 to present Contact Ms. Ann Simpson (941) 774 -8380 Please advise if you require any additional detail regarding our equipment inventory. Regards, Robert Kindelan President 370 COMMERCIAL BOULEVARD NAPLES, FL 34104 TEL. (239) 643 -6205 FAx (239) 643 -5012 E -MAIL: 1685 M INTENANCE, INC. nmercial Blvd. .Florida 34104 IM to (941) PE MANAGEMENT 1685 FULL SERVICE LANDSCA: CO ' ust LAN& ANg4rSIVANCE, INC-- CoMtnercijal Bi d. PROPERTY AND EQUIPMENT LIST Re: "Bid #04 -3676 LELY Golf Estates MSTU Roadway Grounds Maintenance" For your information the following is a list of property and equipment OWNED by Commercial Land Maintenance. All equipment is fully operational, in very good condition and in current use on landscape maintenance and other projects. Property: Main Office, Parking and Storage, 370 Commercial Boulevard, Naples 1.6 Acres Warehouse and Equipment Maintenance Facility; 3980 Exchange Avenue, Naples 1.2 Acres and adjacent to 3955 Prospect Parking and Storage Facility; 3955 Prospect Avenue, Naples 1.2 Acres and adjacent to 3980 Exchange Vehicles: Five (5) 2000 GMC Sierra 3500 Dump Trucks One (1) 2002 Izuzu Diesel Husky Street Sweeper Truck One (1) 2001 Chevrolet 3500 Diesel Dump Truck One (1) 2002 Chevrolet 3500 Diesel Dump Truck One (1) 2003 Chevrolet 3500 Diesel Dump Truck Two (2) 2002 Chevrolet 1500 quad cab pick -up trucks One (1) 2000 GMC Sierra 3500 Flat Bed Truck One (1) 2000 Dodge Ram 2500 quad cab pick -up One (1) 2000 GMC Savanah Van One (1) 2001 Chevrolet M Series Diesel Flat bed tree hauler with 2000 gallon water tank with pump and tree rack. One (1) 2001 Chevrolet Express Van One (1) 2000 Chevrolet Suburban One (1) 2001 Chevrolet Suburban One (1) 2003 Ford Excursion Diesel One (1) 1998 Chevrolet Tiltmaster Diesel dump truck One (1) 1998 Dodge Dakota quad cab pick -up One (1) 1994 Dodge Ram 1500 pick -up One (1) 1994 Chevrolet Tiltmaster Dump Truck One (1) 1988 Dodge 1 -ton Dump Truck One (1) 1985 Ford F -350 Dump Truck Mowers: Three (3) 2003 ExMark Lazer 60" Mulching Mower Three (3) 2003 ExMark Lazer 72" Diesel Mulching Mower Two (2) 2002 ExMark Lazer 60" Mulching Mower Two (2) 2001 ExMark Lazer 60" Mulching Mower One (1) 2000 ExMark Lazer 48" Mulching Mower Two (2) 2000 ExMark Hydro Walk- behind 48" Mulching Mower Four (4) 1998 ExMark Lazer Z 60" Mulching Mowers 370 COMMERCIAL BOULEVARD NAPLES, FL 34104 TEL. (239) 643 -6205 FAx (239) 643 -5012 E -MAIL: COMMLAND AOL.COM .,;; COMMERCIAL LAND MAINTENANCE FULL SERVICE LANDSCAPE MANAGEMENT Three (3) 1998 ExMark Lazer Z 52" Mulching Mowers One (1) 1999 Walker 52" diesel mulching mower Two (2) Snapper 21" Self propelled mulching mowers One (1) Gravely ATM -72, self leveling all terrain 72" mower 1685 comalweva LANO M.-ImmelvAnce, lam, 370 Commercial Blvd Naples, Florida 34104 -: Specialty Equipment: One (1) 1993 John Deere 770 diesel front end loader with box blade and bush -hog One (1) 2000 Bobcat 873 Skid steer with floatation tires, bucket, tree boom, bush - hog and 30" tree auger attachments One (1) 2000 FINN Barkblower mulch blower One (1) 1998 Textron EZ -Go spray rig with 150 - gallon motorized spray rig One (1) 2003 500- gallon motorized spray tanks with hose reel, pumps and access. Three (3) 1995 EZ -Go golf carts Two (2) 2003 Polaris Ranger Utility vehicles One (1) 2001 Vermeer 18" Diesel Chipper One (1) 1990 Bandit Mighty II tree chipper One (1) 1988 Ditch Witch trencher One (1) 1988 gasoline powered sod cutter One (1) 2001 Genie 45 foot Z -BOOM manlift One (1) trailer mounted arrow board for traffic control Solar Powered 25 light One (1) truck mounted arrow board for traffic control Two hundred (200) cones for lane closure and all DOT signs for traffic control Ten (10) trailers complete with blowers, chainsaws, edgers, string trimmers, hedge trimmers, power pruners and all hand tools required for landscape services One (1) 1999 Hi -Reach 42' portable aerial bucket boom One (1) complete mechanics facility and work truck with two (2) full time mechanics on staff for emergency mechanical services. 370 COMMERCIAL BOULEVARD NAPLES, FL 34104 TEL. (239) 643 -6205 FAx (239) 643 -5012 E -MAIL: COMMLAND _AOL.COM _ COMMERCIAL LAND MAINTENANCE 1685 FULL SERVICE LANDSCAPE MANAGEMENT OMAM AN9 WAINTMANCE, 11 370 Commercial Blvd. August 23, 2004 Naples, Florida 34104 EXPERIENCE LIST FOR NETAFIM, POROUS PIPE, PUMP AND WELL MAINTENANCE AND MOTOROLA IRRINET AND SCORPIO Re: "Bid #04 -3676 LELY Golf Estates MSTU Roadway Grounds Maintenance" For your information and as requested in the bid documents the following is a list of experience for installation, maintenance, programming and troubleshooting Netafim, Pumps and Wells and Scorpio and Irrinet controllers. Customer Project Description Collier County Medians on Radio Road: Netafim, Irrinet and Scorpio controllers 110/24 volt, and two Hoover pump and well systems. Collier County Medians on Davis Boulevard: Netafim, Irrinet and Scorpio controllers 110124 volt Collier County Medians on Airport Road: Scorpio controllers, 12 volt solar Collier County Medians on Golden Gate Parkway and 951 -A &B: Scorpio controller 110/24 volt, one Hoover pump and well system, four standard pump and well systems Collier County Medians in LELY MSTU: Porous pipe in ground irrigation and effluent booster pump system. Installation, design and maintenance on 2 -wire systems. Collier County Medians in Immokalee City: Porous pipe in ground irrigation Collier County Medians in Bayshore Avalon: Netafim in planting beds and turf. Scorpios. Collier County Medians on Immokalee Road: Vault well system with effluent and city water supplies Collier County Medians on Vanderbilt Drive: Pop -up irrigation system. Contact: Mr. Val Prince, Collier County Transportation Department, (941) 774 -8494 The Claridge Condominium Maintain Landscaped planters and beds with Netafim. Others Numerous pumps and well systems on commercial projects including centrifugal and submersible, lakes and wells up to 20 hp. Staff member is licensed irrigation contractor, licensed landscape contractor, Register Florida Professional Mechanical Engineer and Certified Mechanical Contractor with 15 years experience with pumps, piping, controls, compressors etc., Please advise if you require any additional detail regarding our irrigation experience. 370 COMMERCIAL BOULEVARD NAPLES, FL 34104 TEL. (239) 64346205 FAx (239) 643 -5012 E -MAIL: COMMLAND @AOL.COM COLLIER COUNTY OCCUPATIONAL 5 COLLIER COUNTY TAX COLLECTOR - 2800 N. HORSESHOE DRIVE LICENSE FLORIDA 341045 239) 403-24T7 991683 VISIT OUR WEBSITE AT. www.colliertax.com THIS LICENSE EXPIRES SEPTEMBER 30, 2004 DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION CATION: 370 COMMERCIAL BLVD FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. NED: INDUSTRIAL LEGAL -FORM SINESS PHONE: 643 -6205 G -"OVIT iICJl+1 y UNTY LIC. 20816 N. COMMERCIAL LAND MAINTENANCE, INC. ^�.. R)NDELAN, ROBERT 370 COMMECIAL BLVD s.. i NAPLES FL 34104 SABER OF EMPLOYEES: 1 -10 EMPLOYEES 'Y 1SSiFICATIONJRRIGATION / SPRINKLER CONTRACTC}R� DAB 08!1312003 AMOUNT 18.00 1SSIF1CATION CODE: 02105301 Y RECEIPT 1811.12 document is an occupational license tax only. This is not certifiicat, ttta6lice rsee i q atffi�;d.w , yes not permit the licenses to violate any existing regulatory Zoning `IaHis bt' at arcities does it exempt the licensee from any other license or permits that may be requi dyw'�'# Y COLLIER COUNTY OCCUPATIONAL LICENSE TAX LICENSE NUMBER: SS13212 COLLIER COUNTY TAX COLLECTOR - 2800 N. HORSESHOE DRIVE - NAPLES FLORIDA 34104 - (239) 403 -2477 viStT OUR WE13SITE AT. www.colliertax.com THIS LICENSE EXPIRES SEPTEMBER 30, 2004 DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION CATION: 370 COMMERCIAL BLVD I FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. NED: INDUSTRIAL LEGAL - FORMA NNESS PHONE 643 -6205 COILP r LINTY LIC: 20812 .,� ;�.- '4 COMMERCIAL LAND MAINTENANCE, INC. * =, fir .. x - *KIWDELAN, ROBERT 4 370 COMMERCIAL BLVD NAPLES FL 34104 MBER OF EMPLOYEES: 1 -10 EMPLOYEES Y r -1 DATE OSM3/2003 kSSIFICATIONLANDSCAPING RESTRICTED CONTRAGTQI* �L, � 'Q-1 ` AMOUNT 36.00 kSSIFtCAT10N CODE: 02102601 ti RECEIPT 1812.12 document Is an occupational license tax only. This is not certifica nt� 'F�li . nsee lfld,� _ oes not permit the licensee to violate any existing regulatory zoning lavJs�. If s e aiin�r or cities ` t • . does it exempt the licensee from any other license or permits that may be- FequWd by-law. a" LAND WAiNTEXANCE, INC,. 370 Commercial Blvd. Naples, Florida 341 STATE OF FLORIDA Akpfffttfut of JKgrkuttt tt tab dole - mtt ffinrurts BUREAU OF ENTOMOLOGY & PEST CONTROL Date File No. October 3, 2003 -jI�4 Expires September 30, 2004 THE PEST CONTROL FIRM NAMED BELOW HAS REGISTERED UNDER THE PROVISIONS OF CHAPTER 482 FOR THE PERIOD EXPIRING: September 30, 2004 AT 370 COMMERCIAL BOULEVARD NAPLES, FL 34104 COMMERCIAL LAND MAINTENANCE INC Lawn & Ornamental 370 COMMERCIAL BOULEVARD NAPLES, FL 34104 CHARLES H BRONSON, COMMISSIONER MIAt AND WAIMMMANCE, INC 370 Commercial Blvd. Naples, Florida 34104 1665 m ca •�..,� a . tZS to N. cal cn eq r i to jz ts F y •�' E o A jai ..c6 a `ro Fount W-4 (200) �aPmi,P°ssMl�hoid "RaDUM wto o- you are Daly Dues .2.3. 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W 7 Ekgp yet td atloe rumi6r �QY+r�s.L. -tt. �2Vq t]at NQ 102�[iQ Page 1 of 1 ....... .. ... . ..... 1. 619 ,Subj: Addendum #1, 04 -3676 Lely Golf Estates MSTU Roadway Grounds Maintenance Date: 8/17/2004 12:22:33 PM Pacific Daylight Time iFrom: LindaJacksonCcr- colIiergov.net €To: customerservice @kaulbarslawns.com, Augustine (a)smallwooddesign.com, commlandoffce(c�aol.com 'File: 04- 3676Add #1.doc (27136 bytes) DL Time (48000 bps): < 1 minute Sent from the Internet Details)- -- Dear Prospective Bidders; i At the request of Charlene Hoglund, the bid opening for tomorrow has been rescheduled until Tuesday, August 24th. «04 -3676 Add #1.doc>> Regards, Linda L. Jackson, M.B.A. Contracts Agent Collier County Purchasing Department Wednesday, August 18, 2004 America Online: Guest 6B5 COLLIER. COUNTY GOVERNMENT PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING SERVICES BUILDING NAPLES, FLORIDA 3411 (239) 774 -8407 FAX (239) 732 -0844 http: / /colliergov.net ADDENDUM i DATE: August 19, 2004 TO: Interested Bidders FROM: Charlene Hoglund Purchasing Agent SUBJECT: Addendum # 2 — Bid #04 -3676 "Lely Golf Estates MSTU Roadway Grounds Maintenance" Addendum #2 covers the following change for the above - referenced Bid: Change: Page 14, Second Paragraph should read: "As a result of Collier County's ubstantial investment in the project's landscaping, the responsive Bidder and all subco tractor's shall:" Page 14, Second Paragraph Item #3 should read: Provide documentation of a minimum of three (3) years' experience in landscape grounds maintenance Within the Right- Of -Wav in the Southwest Florida area. Such documentation shall include but is not limited to: If you require additional information please call Bob Petersen, Project M nager at 239/213 -5871 or me at 239/774 -8965 or by e-mail at charlenehoglund @collie gov.net. cc: Bob Petersen, Landscape Operations LELY GOLF ESTATES, BEAUTIFICATION l �w �p�,. 1 A DISTRICT BOUNDARY y..•� AREA-OF IMPROVEMENTS. ti D -12 h......,.... . . vuL£,, cart I A j r �el w All, ~ Y =J r w ti A �y rclX[ 'EACH acu / N -�� c ..� All i + I t rye 1685 t 16B5 RES - MODEM VALLEy ORNE 1 VALLEY lb STRE" CIRCLE A, -� :EACH CpCLC r 3 l N 3'77e� �Yaoa 0 — a Y W z a � s i o W J N r O O v ca° 4 w w Q r r )`r s i 16,B5 � *c _e • 16 Cl DOCUMENT NOT RECEIVED IN THE CLERK TO THE BOARD OFFICE AS OF AUGUST 26, 2005 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO � C2 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNAT (Print on pink paper. Attach to original document. Qriginal documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP - Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #51 Route to Addressee(s) (List in routing order) Office Initials Date 1. y� (Initial) . 2. signed by the Chairman, with the exception of most letters, must be reviewed and signed Agenda Item Number 3. by the Office of the County Attorney. This includes signature pages from ordinances, !� 4. Otk_ "�rb�O Number of Original Documents Attached 5. Sue Filson, Executive Manager Board of County Commissioners PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Contact Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Phone Number N/A (Not 1. y� (Initial) . Agenda Date Item was signed by the Chairman, with the exception of most letters, must be reviewed and signed Agenda Item Number Approved by the BCC by the Office of the County Attorney. This includes signature pages from ordinances, !� Type of Document Attached Otk_ "�rb�O Number of Original Documents Attached INSTRUCTIONS & CHECKLIST 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not 1. appropriate.— Original document has been signed/initialed for legal sufficiency. (All documents to be (Initial) Applicabl e) signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, !� resolutions, etc. signed by the County Attorney's Office and signature pages from J• contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's ( ' si gnature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 16 C2 MEMORANDUM Date: October 20, 2004 TO: Lynn Wood Purchasing FROM: Linda A. Houtzer, Deputy Clerk Minutes and Records Re: Contract #04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main with Belair Builders, Inc. Enclosed are three (3) original documents, as referenced above (Agenda Item #I 6C2), approved by the Board of County Commissioners on Tuesday, September 28, 2004. Kindly forward the documents to the appropriate parties for their records.The Finance Department and Minutes & Records Department have their copies. If you should have any questions, you may contact me at extension #8411. Thank you, Enclosures (3) f c0 6 ITEM NO.: DATE RECEIVED: �J�iY �� UR��1E`% FILE NO.: 2004 OCT 5 A :2 ROUTED TO: DO NOT WRITE ABOVE THIS REQUEST FOR LEGAL Date: October 14, 2004 To: Scott Teach d7itY Assistant County Attorney From: Lyn M. Wood, C.P.M. Purchasing Agent 732 -2667 9�a�1 Re: Contract #04 -3680 "Install Collier Boulevard (C 51)Nanderbilt Beach Road (CR -862) 16" Force Main" Contractor: Belair Builders, Inc. BACKGROUND OF REQUEST: 16.C.2 This contract was approved by the BCC on September 28, 2004; Agenda Item - . -- This item has not been previously submitted. ACTION REQUESTED: Contract review and approval. OTHER COMMENTS: Please forward to BCC for signature after approval. If there are any questions concerning the document, please contact me. Purchasing would appreciate notification when the documents exit your office. Thank you. ce, 16 C2 Memorandu DATE: October 14, 2004 TO: Sheree Mediavill v y` a, Senior Analyst Risk Management Department FROM: Lyn M. Wood, C.P.M. Purchasing Agent RE: Review of Insurance for: Contract #04 -3680 -- "Install Collier Boulevard (CR- 95 1)Nanderbilt Beach Road (CR -862) 16" Force Main" Contractor: Belair Builders, Inc. This Contract was approved by the BCC on September 28, 2004; Agenda Item 16.C.2. Please review the Insurance Certificate and Payment and Performance Bonds in this Agreement for the referenced Contract. If everything is acceptable, please forward to the County Attorney for further review and approval. I would appreciate it if you would advise me when it has been forwarded. If you have any questions, please contact me at ext. 2667. CC: Harry Huber, PUED 16 C2 INSTALL COLLIER BOULEVARD (CR- 951)NANDERBILT BEACH ROAD (CR -862) 16" FORCE MAIN Collier County Wastewater Department COLLIER COUNTY BID NO. 04 -3680 COLLIER COUNTY WATER -SEWER DISTRICT Design Professional: CH2M Hill 4350 W. Cypress Street, Suite 600 Tampa, Florida 33607 COLLIER COUNTY PURCHASING DEPARTMENT 3301 Tamiami Trail, East Naples, Florida 34112 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main TABLE OF CONTENTS 16 PUBLIC NOTICE/LEGAL ADVERTISEMENT (PAGE ONE ONLY) B. INSTRUCTIONS TO BIDDERS C. BID PROPOSAL, BID SCHEDULE AND OTHER PROPOSAL DOCUMENTS D. AGREEMENT E. AGREEMENT EXHIBITS EXHIBIT A: Performance and Payment Bond Forms EXHIBIT B: Insurance Requirements EXHIBIT C: Release and Affidavit Form EXHIBIT D: Contractor Application for Payment Form EXHIBIT E: Change Order Form EXHIBIT F: Certificate of Substantial Completion Form EXHIBIT G: Final Payment Checklist EXHIBIT H: General Terms and Conditions EXHIBIT I: Supplemental Terms and Conditions EXHIBIT J: Technical Specifications EXHIBIT K: Permits C2 EXHIBIT L: Plans and Specifications prepared by CH2M Hill, and identified as follows Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main, as shown on Plan Sheets 1 through 24. Bid No. 04 -3680— Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR- 862) 16" Force Main PART A - PUBLIC NOTICE/ 16 02 LEGAL ADVERTISEMENT (PAGE ONE ONLY) INVITATION TO BID COLLIER COUNTY WATER - SEWER DISTRICT COLLIER COUNTY, FLORIDA Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main COUNTY BID NO. 04 -3680 - Separate sealed proposals for the construction of the Collier Boulevard (CR- 95 1)Nanderbilt Beach Road (CR -862) 16" Force Main, addressed to Mr. Steve Carnell, Purchasing Director, will be received at the Collier County Government Complex, 3301 Tamiami Trail East, Purchasing Building, Purchasing Department, Naples, Florida 34112, until 2:30 P.M. LOCAL TIME, on the 7th day of July, 2004, at which time all proposals will be publicly opened and read aloud. Any bids received after the time and date specified will not be accepted and shall be returned unopened to the Bidder. A non - mandatory pre -bid conference shall be held at the Purchasing Department Conference Room, at 11:00 A.M. LOCAL TIME on the 22nd day of June, 2004, at which time all prospective Bidders may have questions answered regarding the Bidding Documents for this Project. Sealed envelopes containing bids shall be marked or endorsed "Proposal for County Water -Sewer District, Collier County, Florida, Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main, for the Collier County Wastewater Department, County Bid No. 04 -3680, and Bid Date of July 7, 2004 ". No bid shall be considered unless it is made on the Bid Proposal which is included in the Bidding Documents. The Bid Schedule (WS -P -1 through WS -P -13) shall be removed from the Bidding Documents prior to submittal. One contract will be awarded for all Work. Bidding Documents may be examined in the office of the Purchasing Department, Purchasing Building, 3301 Tamiami Trail East, Naples, Florida 34112. Copies of the Bidding Documents may be obtained only at the offices of the Purchasing Department, upon payment of $60.00 for each set of documents to offset the cost of reproduction. Return of the documents is not required, and the amount paid for the documents is non - refundable. The following plan room services have obtained copies of the Bidding Documents for the work contemplated herein: F. W. Dodge Company 2830 Winkler Avenue, Suite 104A Ft. Myers, FL 33916 WS -PN -1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)/Vanderbilt Beach Road (CR -862) 16" Force Main cashiers check or a Bid Bond in an am�ti!'not les s Each bid shall be accompanied by a certified red or than five percent (5 %) of the total Bid to be retained as liquidated damages in the event the successful Bidder fails to execute the Agreement and file the required bonds and insurance within ten (10) calendar days after the receipt of the Notice of Award. The successful Bidder shall be required to furnish the necessary Performance and Payment Bonds, as prescribed in the General Conditions of the Contract Documents. All Bid Bonds, Performance and Payment Bonds, Insurance Contracts and Certificates of Insurance shall be either executed by or countersigned by a licensed resident agent of the surety or insurance company having its place of business in the State of Florida. Further, the said surety or insurance company shall be duly licensed and qualified to do business in the State of Florida. Attorneys -in -fact that sign Bid Bonds or Performance and Payment Bonds, must file with each bond a certified and effective dated copy of their Power of Attorney. In order to perform public work, the successful Bidder shall, as applicable, hold or obtain such contractor's and business licenses, certifications and re_ gistrations as required by State statutes and County ordinances. Before a contract will be awarded for the work contemplated herein, the County shall conduct such investigations as it deems necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified in the Bidding Documents. Upon request, the Bidder shall submit such information as deemed necessary by the County to evaluate the Bidder's qualifications. The Successful Bidder shall be required to finally complete all Work within one hundred thirty -five (135) calendar days from and after the Commencement Date specified in the Notice to Proceed. The County reserves the right to reject all Bids or any Bid not conforming to the intent and purpose of the Bidding Documents, and to postpone the award of the contract for a period of time which, however, shall not extend beyond one hundred twenty (120) days from the bid opening date. Dated this 3rd day of June, 2004. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, NAPLES, FLORIDA Stephen Y. Carnell Purchasing_ Director WS -PN -2 16 C2 PART B - INSTRUCTIONS TO BIDDERS Section 1. Definitions 1.1 The term "Owner" used herein refers to the Board of County Commissioners, Ex- Officio the Governing Board of the Collier County Water -Sewer District or its duly authorized representative. 1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative and shall mean a Division Administrator or Department Director acting directly or through duly authorized representatives. 1.3 The term "Design Professional' refers to the licensed professional engineer or architect who is in privity with the Owner for the purpose of designing and/or monitoring the construction of the project. Any or all duties of the Design Professional referenced under this Agreement may be assumed at any time by the Project Manager on behalf of the Owner. Conversely, the Project Manager may formally_ assign any of his /her duties specified in this agreement to the Design Professional. 1.4 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement. 1.5 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents, properly signed, providing the Owner a proposed cost for providing the services required in the Bidding Documents. Section 2. Preparation of Bids 2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages WS- P-1 through WS -P -13 as bound in these Bidding Documents). The Bidder shall complete the Bid in ink or by typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be accompanied by a hard copy of the completed Bid Schedule which shall be signed and dated by the Bidder. The Bid may be rejected if it contains any omission, alteration of form, conditional bid or irregularities of any kind. Bids must be submitted in sealed envelopes, marked with the Bid Number, Project Name, Bid Opening Date and Time, and shall be addressed to the Collier County Purchasing Department, Purchasing Building, Collier County Government Complex, 3301 Tamiami Trail East, Naples, Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be enclosed in another sealed envelope addressed as above. Bids received at the location specified herein after the time specified for bid opening will be returned to the bidder unopened and shall not be considered. WS-113-1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Section 3. Bid Deposit Requirements 16 C2 3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a certified check payable to Owner on some bank or trust company located in Naples, Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the Bidder's maximum possible award (base bid plus all add alternates) (collectively referred to herein as the "Bid Deposit "). The Bid Deposit shall be retained by Owner as liquidated damages if the successful Bidder fails to execute and deliver to County the Agreement, or fails to deliver the required Performance and Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the laws of the State of Florida to execute such bonds, with conditions that the surety will, upon demand, forthwith make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the Agreement has been executed by the Successful Bidder and same has been delivered to Owner together with the required bonds and insurance, after which all three (3) Bid Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be released within ten (10) working days of the Bid Opening. No Bid including alternates, shall be withdrawn within one hundred and twenty (120) days after the public opening thereof. If a Bid is not accepted within said time period it shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the contract prior to the expiration of the one hundred twenty (120) day period without selecting any or all alternates, the Owner shall retain the right to subsequently award said alternates at a later time, but no later than one hundred twenty (120) days from opening, unless otherwise authorized by the Purchasing Director. 3.2 The Successful Bidder shall execute four (4) copies of the Agreement and deliver same to Owner within the time period noted above. The Owner shall execute all copies and return one fully executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of the executed Agreement from Successful Bidder unless any governmental agency having funding control over the Project requires additional time, in which event the Owner shall have such additional time to execute the Agreement as may be reasonably necessary. Section 4. Right to Reiect Proposals 4.1 Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons. Section 5. Sinning of Bids 5.1 Bids submitted by a corporation must be executed in the corporate name by the president or a vice president, and a corporate seal must be affixed and attested to by the secretary or assistant secretary of the corporation. The corporate address and state of incorporation must be shown below the signature. 5.2 Bid proposals by a partnership must be executed in the partnership name and signed by a general partner whose title must appear under the signature and the official address of the partnership must be shown below said signature. 5.3 If Bidder is an individual, his signature shall be inscribed. WS-113-2 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 5.4 If signature is by an agent or other than an officer of corporation or general partner of partnership, a properly notarized power of attorney must be submitted with the Bid. 5.5 All Bids shall have names typed or printed below all signatures. 5.6 All Bids shall state the Bidder's contractor license number. 5.7 Failure to follow the provisions of this section shall be grounds for rejecting the Bid as irregular or unauthorized. Section 6. Withdrawal of Proposals Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement for the opening of Bids, provided that the withdrawal is requested in writing, properly executed by the Bidder and received by Owner prior to Bid Opening. The withdrawal of a Bid will not prejudice the right of a Bidder to file a new Bid prior to the time specified for Bid opening. Section 7. Late Bids No Bid shall be accepted that fails to be submitted prior to the time specified in the Legal Advertisement. Section 8. Interpretation of Contract Documents 8.1 No interpretation of the meaning of the plans, specifications or other Bidding Documents shall be made to a Bidder orally. Any such oral or other interpretations or clarifications shall be without legal effect. All requests for interpretations or clarifications shall be in writing, addressed to the Purchasing Department, to be given consideration. All such requests for interpretations or clarification must be received at least ten (10) calendar days prior to the Bid opening date. Any and all such interpretations and supplemental instructions shall be in the form of written addendum which, if issued, shall be sent by mail or fax to all known Bidders at their respective addresses furnished for such purposes no later than three (3) working days prior to the date fixed for the opening of Bids. Such written addenda shall be binding on Bidder and shall become a part of the Bidding Documents. 8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting his Bid, that he has received all addenda issued and he shall acknowledge same in his Bid. 8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre -Bid Conference is non - mandatory. Section 9. Examination of Site and Contract Documents 9.1 By executing and submitting his Bid, each Bidder certifies that he has: a. Examined all Bidding Documents thoroughly; WS-113-3 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 b. Visited the site to become familiar with local conditions that may in any manner affect performance of the Work; c. Become familiar with all federal, state and local laws, ordinances, rules, and regulations affecting performance of the Work; and d. Correlated all of his observations with the requirements of bidding documents. No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that may be encountered in the execution of the Work pursuant to these Bidding Documents as a result of failure to make the necessary examinations and investigations shall be accepted as an excuse for any failure or omission on the part of the Successful Bidder, nor shall they be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. 9.2 The Owner will make copies of surveys and reports performed in conjunction with this Project available to any Bidder requesting them at cost; provided, however, the Owner does not warrant or represent to any Bidder either the completeness or accuracy of any such surveys and reports. Before submitting his Bid, each Bidder shall, at his own expense, make such additional surveys and investigations as may be necessary to determine his Bid price for the performance of the Work within the terms of the Bidding Documents. Section 10. Material Requirements It is the intention of these Bidding Documents to identify standard materials. When space is provided on the Bid Schedule, Bidders shall specify the materials which they propose to use in the Project. The Owner may declare any Bid non - responsive or irregular if such materials are not specifically named by Bidder. Section 11. Bid Quantities Quantities given in the Bid Schedule, while estimated from the best information available, are approximate only. Payment for unit price items shall be based on the actual number of units installed for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not conforming to this requirement may be rejected. Special attention to all Bidders is called to this provision, for should conditions make it necessary or prudent to revise the unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid. Subsequent to the issuance of a notice to proceed, the Project Manager shall have the discretion to re- negotiate any unit price(s) where the actual quantity varies by more than 25% from the estimate at the time of bid. Section 12. Award of Contract Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation shall file his protest with the Purchasing Director in writing prior to the time of the bid opening. WS -113-4 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR- 862) 16" Force Main 6 C2 Award of contract shall be made to the lowest, responsive and qualified Bidder de ermined on the basis of the entire Bid and the Owner's investigations of the Bidder. In determining the lowest, responsive and qualified bidder, the Owner shall consider the capability of the Bidder to perform the contract in a timely and responsible manner through its use of subcontractors. The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from bidding the County, disqualified or de- certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. When the contract is awarded by Owner, such award shall be evidenced by a Notice of Award, signed by the Project Manager of Owner and delivered to the intended awardee or mailed to awardee at the business address shown in the Bid. Award of Contract will be made by the Board of County Commissioners in public session. Award recommendations will be posted outside the offices of the Purchasing Department generally on Wednesdays and Thursdays. Any actual or prospective bidder who desires to formally protest the recommended contract award must file a notice of intent to protest with the Purchasing Director within two (2) calendar days (excluding weekends and holidays) of the date that the recommended award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal protest and will be given instructions as to the form and content requirements of the formal protest. A copy of the "Protest Policy" is available at the offices of the Purchasing Director. For Bidders who may wish to receive copies of Bids after the Bid opening, The County reserves the right to recover all costs associated with the printing and distribution of such copies. Section 13. Sales Tax Collier County, Florida as a political subdivision of the State of Florida, is exempt from the payment of Florida sales tax to its vendors under Chapter 212, Florida Statutes. All successful bidders will be provided a copy of Collier County's Certificate of Exemption ( #21- 07- 019995 -53c) upon contract award. Corporations, Individuals and other entities are impacted by Chapter 212, Florida Statutes according to the type of service, sale of commodity or other contractual arrangement to be made with Collier County. By submittal of a properly executed response to a Bid Proposal from Collier County, Florida the Bidder is acknowledging that he is aware of his statutory responsibilities for sales tax under Chapter 212, Florida Statutes. Collier County is also exempt from most Federal excise taxes. By submittal of a properly executed response to a Bid Proposal from Collier County, Florida, the Bidder is acknowledging that he is aware of his responsibilities for Federal excise taxes. Section 14. Exclusion of County Permits in Bid Prices 14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public Bid Disclosure Act", Collier County will pay for all Collier County permits and fees, including license fees, permit fees, impact fees or inspection fees applicable to this work through an internal budget transfer(s). Hence, bidders shall not include these permit/fee amounts in their bid offer. However, the successful bidder shall retain the responsibility to initiate and complete all necessary and appropriate actions to obtain the required permits other than payment for the items identified in this section. WS-113-5 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 11 C 2 1 2 The successful bidder shall be responsible for procuring and paying for all r sa permits 4. P P 9 P Y 9 rY P not issued by Collier County pursuant to the prosecution of the work. Section 15. Use of Subcontractors 15.1 To ensure the work contemplated by this contract is performed in a professional and timely . manner, all subcontractors shall be "qualified" as defined in Collier County Ordinance 87 -25, meaning a person or entity that has the capability in all respects to perform fully the contract requirements and has the integrity and reliability to assure good faith performance. A subcontractor's disqualification from bidding by the Owner, or other public contracting entity within the past twelve months shall be considered by the Owner when determining whether the subcontractors are "qualified." 15.2 The Owner may consider the past performance and capability of a subcontractor when evaluating the ability, capacity and skill of the Bidder and its ability to perform the contract within the time required Owner reserves the right to disqualify a Bidder who includes subcontractors in its bid offer which are not "qualified" or who do not meet the legal requirements applicable to and necessitated by this Contract. Section 16. Prohibition of Gifts No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2003 -53, and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and /or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and/or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and /or quotes; and, c. immediate termination of any contract held by the individual and /or firm for cause. WS-113-6 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING NAPLES, FLORIDA 34112 (239) 732 -2667 FAX (239) 732 -0844 http://co.collier.fl.us ADDENDUM DATE: July 2, 2004 TO Interested Bidders FROM: Lyn M. Wood, C.P.M. Purchasing Agent SUBJECT: Addendum # 2 — Bid #04 -3680- "INSTALL COLLIER BOULEVARD (CR- 951)/VANDERBILT BEACH ROAD (CR -862) 16" FORCE MAIN" Addendum #2 covers the following change for the referenced Bid: Change: The bid due date from July 7, 2004 to July 20, 2004. If you require additional information please call Harry Huber, Public Utilities Engineering Department at 239/530 -5341 or by e-mail at HarryHuber @colliergov.net or me at 239/732- 2667or by e -mail at LynWoodCcDcolliergov. net. cc: Harry Huber, PUED Bill Gramer, CH2M Hill 04 -3680 Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Addendum #116 C2 COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING SERVICES BUILDING NAPLES, FLORIDA 34112 (239) 774 -8407 FAX (239) 732 -0844 httpJ /colliergov.net ADDENDUM DATE: June 30, 2004 TO: Interested Bidders FROM: Ms. Lyn Wood Purchasing Agent SUBJECT: Addendum # 1 — Bid #04 -3680 Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Addendum f #1 covers the following changes and clarifications for the above- referenced Bid: 1. Pre -bid Attendance Sheets attached for your reference. 2. EXHIBIT H: GENERAL TERMS AND CONDITIONS Page WS- CA -H -10, Section 11.2 — Claims and Disputes, second to the last sentence, delete "in Exhibit u!" and replace with "copies which are available in the County Attorney's Office or the Purchasing Department Office." 3. Changes to Bid Plans. The following Plan Sheets have been added or modified: • Sheet 14: The size and of the proposed connection has been shown. The connection at Sta. 414 +65 is a 16" by 8" Tee with 8" PV and Cap. The Bid Schedule has been revised to a new quantity (2) for Valve Plug (RJ -MJ) (F &I) (CI) (8 "). • Sheets 15, 16 and 17: Configuration of proposed 16" FM has been modified. Page 1 of 3 04 -3680 Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Addendum #1 16 C2 4. CLARIFICATIONS • The unit price bid for the 16" FM shall be an all inclusive price (F &I). No separate payment will be made for items such as back fill material, excavation (including rock excavation) etc. • The unit price bid for the 16" FM shall be an all inclusive price (F &I). No separate payment will be made connections to existing pipes (tie -in points). • The Collier County Utility Specifications and Detail Drawings included in Exhibit J will take precedence over the Details Shown in the Utility Plans where conflicts exist. • The 16" FM shall be placed with a minimum 36" cover (below existing ground). The profile grade line shown in the plans is for the future widening of Vanderbilt Beach Road and Collier Boulevard and should not be confused with the profile of existing ground above the proposed 16" FM. • The quantity for Sodding has been reduced from 6000 SY to 0 SY. The quantity for Hydro Seed has been increased from 20,000 SY to 26,000 SY. The intent is that the entire Project area will be Hydro Seeded. The cost of the Hydro Seed shall include the cost of periodic mowing as directed by the CEI. 5. QUESTIONS AND ANSWERS Q: What is the Engineers Estimate for this Project? A: Engineer Estimate for this Project is $1,250,000. The Engineers Estimate was updated on 5/6/04. Q: Since the future 20" RCW will be placed in close proximity to the proposed 16" FM, has the County considered constructing the 20" RCW at the same time as the 16" FM? A: The County has considered the option and has elected to construct the 20" RCW at a later date as part of the Vanderbilt Beach Road Widening Improvements. Q: Is the quantity of Flowable Fill shown in the Bid Schedule for the abandonment of the existing 4" FM and 8" FM the correct quantity? A: The quantity has been verified and will be sufficient for the abandonment of the existing 4" FM and 8" FM. Q: The Plans show certain utility casings to be Jack and Bored and certain ones to be Direct Bury. Can the casing shown at Sta. 336 +00 crossing under Vanderbilt Beach Road be Jack and Bored? Can the casing shown at Sta. 348 +00 under Islandwalk Blvd be Direct Bury? Does the entire casing shown at Sta. 427 +00 under Collier Blvd need to be Jack and Bored? Can the casing shown at Sta. 154 +50 under Preswick Lane be Direct Bury? Page 2 of 3 16 Cz 04 -3680 Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Addendum #1 A: The casing shown at Sta. 336 +00 crossing under Vanderbilt Beach Road can be Jack and Bored (60 LF) for the portion under Vanderbilt Beach Road. The remaining port ion should be Direct Bury (70 LF). The casing shown at Sta. 348 +00 under Islandwalk Blvd can be Direct Bury. The Entrance however must be reconstructed to permanent condition. The casing shown at Sta. 427 +00 under Collier Blvd should be Jack and Bored (80 LF) for the portion under Collier Boulevard. The remaining portion should be Direct Bury (60 LF). The casing shown at Sta. 154 +50 under Preswick Lane can be Direct Bury. The Entrance however must be reconstructed to permanent condition. Coordination with the Vanderbilt Beach Country Club will be required. The Bid Schedule has been revised to reflect the new quantities. Q: Is there Geotechnical information and cross sections available for this.Project? A: A specific Geotechnical investigation was not performed for the 16" Forcemain Project. Geotechnical investigations were performed as part of the Vanderbilt Beach Road Widening Project (County Project No. 63051) and the Collier Boulevard Widening Project (County Project No. 65061). Cross Sections were also prepared as part of these projects which show the proposed 16" FM. 6. DESIGN CHANGES PER THE FOLLOWING ATTACHMENTS: Replace: Contract Proposal Page(s) from packet with the attached Addendum #1 Proposal Page, WS -P -2. Bidders must use the Revised Addendum #1 Proposal Page(s) in order to be considered for award. 7. A copy of the pre -bid sign in sheet is enclosed with this Addendum. If you require additional information please call Harry Huber, Public Utilities Engineering Department (PUED) at 239/530 -5341 or me at 239/732 -2667 or by e -mail at lynwoodpcolliergov. net. cc: harry Huber, PUED Page 3 of 3 16 C2 Addendum #1 BID SCHEDULE Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main COUNTY BID NO. 04-3680 Item Descriptio Quanti t Unit Unit Price Total 1. Mobilization 1 LS $ $ 2. Provide As -Built Plans 1 LS 3. Maintenance of Traffic 1 LS 4. Material for Driveway Maintenance 75 CY 5. Flowable Fill 30 CY 6. Staked Silt Fence 13,000 LF 7. Floating Turbidity Barrier 200 LF 8. Clearing and Grubbing 1 LS 9. Sodding 0 SY 10. Hydro Seed 26,000 SY 11. Utility Locate 20 EA 12. Pipe PVC (F &I) (Restrained Joint)(4" PR160) 90 LF 13. Pipe PVC (F &I)(Push -On Joint)(16" PR 165) 10,300 LF 14. Pipe PVC (F &I)(Push -On Joint)(16" PR235) 205 LF 15. Pipe PVC (F &I)(Restrained Joint)(16 "PR165) 1,840 LF 16. Pipe PVC (F &I)(Restrained Joint)(16 "PR235) 567 LF 17. Fittings DI (F &I)(RJ -MJ) All Configurations 13.3 TON 18. Valve Plug (RJ- MJ)(F &I)(CI)(16 ") 15 EA 19. Valve Plug (RJ- MJ)(F &I)(CI)(4 ") 2 EA 20. Valve Plug (RJ- MJ)(F &I)(CI)(8 ") 2 EA 21. Air Release Assembly (Sewer)(F &I)(16 ") 15 _ EA 22. Direct Bury 30" Steel Casing 445 LF _ 23 Jack & Bore 30" Steel Casing 215 LF Total Base Bid Dollars $ WS -P -2 Kv 16 C2 NON - MANDATORY PRE -BID CONFERENCE BID NO. 04 -3680 "Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main" 11:00 am on June 22, 2004 PURCHASING DEPARTMENT CONFERENCE ROOM PLEASE PRINT WE" Nam ; � Name: No i� 2/+t us Rne / C �ress: '11-1-6 Company: Mailing Address: 06 604. S. d�, x+ �F H wj4 Zip: City, State: Zip: Telephone: { ) --f Zj� Tele hone: (3os'�) 2S8 - 1 Fax Number: ( ) Fax Number: Email Address: Email Address: e+&ogr u WE" Nam ; � Department: Name: Department: Comp �7� Company: j Mailmg Address: Mailing Address: v O6e e Ciiv, State: LX3 - cle hone:( ) Zip: �c{ o _.� � , S City, tY tate: _ - -� �`'} -- - Fax Number: ? _ (-� ) G� -�''T 7��- -__ Telephone: FaX 1\�umber: -- - °�- F,mail Address: _ City, State: Zip: Email Address: -� -- -- i \Tame: , Department: Name: - -- - - - -_ -- — _ —._ _ - -- - -- - - - - -- Department: r 4. m er Company: Department: Company: P Y Mailing Address: Mailing Address: City, State: Zi y�� City, State: Zip: ele one: { S ) 7 5- - 3/� ® Telephone: ( ) ax Number: (a2 3 S ) LEmailRAddress: 5 - Y� } Fax Number: { ) d'�, S g� L a Email Address: COUNTY DEPARTMENTS REPRESENTED Name: ( f � A r r �d, � � r-' Department: Name: /� l ��7 I f/ Department: r 4. m er Name: FFd Department: BID PROPOSAL COLLIER COUNTY WATER -SEWER DISTRICT 16 COLLIER COUNTY, FLORIDA Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR- 862) 16" Force Main Bid No. 04 -3680 Full Name of Bidder Q e-L:r- O u ; A e T"S Main Business Address R oZD "x[.rte d • lO Place of Business e o 11., 2 duwf' v ��or�a -- 2ZI10 � State Contractor's License # C G C 15.O 5-q y 9 Telephone No. 232-7'38-_5 b021 % Fax No. 2 3q- 5/.3 — ,3X i-3l To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA EX- OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY WATER -SEWER DISTRICT (hereinafter called the Owner). C2 The undersigned, as Bidder declares that the only person or parties interested in this Proposal as principals are those named herein, that this Proposal is made without collusion with any other person, firm or corporation; that he has carefully examined the location of the proposed work, the proposed forms of Agreement and Bonds, and the Contract Drawings and Specifications, including (kddenda issued thereto and acknowledges receipt below: Addendum Ntji-nber Date Issued Contractor's Initials } it proposes, and agrees if this Proposal is accepted, Bidder will contract with the Owner in the orm of the copy of the Agreement included in these Contract Documents, to provide all necessary nachinery, tools, apparatus and other means of construction, including utility and transportation services necessary to do all the Work, and furnish all the materials and equipment specified or eferred to in the Contract Documents in the manner and time herein prescribed and according to the equirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance pecified in the General Conditions of the Contract, and to do all other things required of the contractor by the Contract Documents, and that he will take full payment the sums set forth in the )flowing Bid Schedule:, NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your proposal pages. WS -P -1 id No_ 04 -3680 - Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 Addendum #1 BID SCHEDULE Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main COUNTY BID NO. 04 -3680 Item Descriptio Quant i Unit Unit Price Total 1. Mobilization I LS $ 7 G 7 L Ao.78 2. Provide As -Built Plans 1 LS 3. Maintenance of Traffic 1 LS 19N. 4. Material for Driveway Maintenance 75 CY d 6--r-y, � 5. Flowable Fill 30 Cy % £�. `° r 9cv 'y 6. Staked Silt Fence 13,000 LF It 2Y l ialq : 7. Floating Turbidity Barrier 200 LF 8, V2, :-7 8. Clearing and Grubbing 1 LS 00 ,`' 9. S ding 0 SYye 00 10. Hydro Seed 26,000 SY 33 11. Utility Locate 20 EA 12. Pipe PVC (F &I)(Restrained Joint)(4" PR160) 90 LF , y y 3(,,, _Z�- . A . /a 13. Pipe PVC (F &I)(Push -On Joint)(16" PR165) 10,300 LF 3q, 14. Pipe PVC (F &I)(Push -On Joint)(16" PR235) 205 LF _ -) I �. Pipe PVC (F &I) (Restrained Joint)(16 "PR165) 1,840 LF jty L -4 7 s < f 0"" 16. Pipe PVC (F &I)(Restrained Joirt)(16 "PR235) 567 LF 64 _ 17. Fittii -igs DI (F &l)(RJ -MJ) All Confi „uratio-as 13.3 TON 1 G. Valve Phag (ZJ- 11J)(F &I)(CI)(16- -) 15 LA 7, 1 � aloe 1'lu (PJ- MJ)(F &I)(CI)(4' 2 H`A ��D_ 4= 0. N'alve Plug (l:J- MJ)(F &1)(CI)(3”) '7 EA,,' 2l. . ' Re��a.se Assembly (fi e « -er)(1 � )(16 ") 1S EA -�- 22. liirrct Bury 30" Steel Casing 445 LF y 3�4 s r' 23 Jack & Bore 30" Steel Casing 215 LF q`'�'�5 Total Base Bidf', �' h 1nr'P.rl �b' c�A( fi��ar� _Dollars WS -P -2 MATERIAL MANUFACTURERS 16 Cz ie Bidder is required to state below, material manufacturers he proposes to utilize on this project. o change will be allowed after submittal of Bid. If substitute material proposed and listed below is it approved by Engineer, Bidder shall furnish the manufacturer named in the specification. ;ceptance of this Bid does not constitute acceptance of material proposed on this list. THIS LIST UST BE COMPLETED OR BID WILL BE DEEMED NON - RESPONSIVE. MATERIAL MT L) 19;p e_ - aced -O MANUFACTURER ne Ur, k co A �f Q A Bidder WS -P -3 d No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main LIST OF SUBCONTRACTORS 6 C2 ie undersigned states that the following is a full and complete list of the proposed subcontractors i this Project and the class of work to be performed by each, and that such list will not be added to )r altered without written consent of the Project Manager. The undersigned further acknowledges responsibility for ensuring that the subcontractors listed herein are "qualified" (as defined in •dinance 87 -25 and Section 15 of instructions to Bidders) and meet all legal requirements >plicable to and necessitated by this Agreement, including, but not limited to proper licenses, !rtifications, registrations and insurance coverage. The County reserves the right to disqualify any dder who includes noncompliant and or non - qualified subcontractors in his /her bid offer. Further, e County may direct the bidder /contractor to remove /replace subcontractor that is found to be incompliant with this requirement subsequent to award of the contract at no additional cost to the aunty. THIS LIST MUST BE COMPLETED OR BID WILL BE DEEMED NON - RESPONSIVE. Subcontractor and address 0- 6L_ ID "_ F1 ti �A ucto r - -QT— 339_%0 r 1 IF C o ;a s� jcj 116 0 el0 -e-!."S 3ted d a Class of Work to be performed 80 r!c i > 'SC) A I -cot I Bidder By: ---r C•E.o WS -P-4 J No_ 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16° Force Main STATEMENT OF EXPERIENCE OF BIDDER 16 C 2 e Bidder is required to state below what work of similar magnitude is a judge of his experience, ill and business standing and of his ability to conduct the work as completely and as rapidly as juired under the terms of the contract. Project and Location 1�.%' of e t° a-,� � � ��✓ et' `] �`� E� �All� r —a-Le7 `�� e, (� -FtCl �1 �c__ p_' G` C ENS - ►� Ic _.... /_. k r y J z!- 4 r -' I', e, ited Reference A< d rt_O'J 14 ', c9tJ 611- Jai - 74-P ( Krck'OS ../q A e- t —:2 -) ` —� A t r } r - �0 Zvo ��,la_r �C3��Ide.rs T nc Bidder WS -P -5 i No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main TRENCH SAFETY ACT 0116 C 2 dder acknowledges that included in the various items of the proposal and in the T Id Price are fists for complying with the Florida Trench Safety Act, Chapter 553, Part V1, Florida Statutes. The dder further identifies the cost to be summarized below: - rench Safety Aeasure Description) Units of Measure (LEIS-Y-1 Unit Quantity� 1_5 ccam I Unit Cost Total Extended Cost ) 3, o "n {}lam }le '(j L,eCj'Rr'ad f1011-'FeSDoMy!VC- WS-P-6 AO I No. 04-3680 — Install Collier Boulevard (CR-951)Nanderbilt Beach Road (CR-862) 16" Force Main CONFLICT OF INTEREST 16 C2 1. Bidder shall provide full disclosure of information on any work performed for private interests within the past two (2) years, especially work that is not yet completed. 2. Bidder shall provide a declaration of commitment not to pursue any private sector work within the limits of the County project or directly affected by the County project until the County project is completed and accepted by the County. Contractor may request a waiver of this provision from the Project Manager. A waiver may be granted at the sole discretion of the County. 3. Bidder shall provide a certification by a principal of the firm that the firm will comply fully with items 1 and 2 above, and to certify that no conflict of interest does exist or will arise if firm is awarded a County project. more space is required, please attach additional pages. Oure to provide the documentation requested above may result in the Bid being declared )n- responsive. 3:1c Contractor By: ate: % &,q Its WS -P -7 i No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbiit Beach Road (CR -862) 16" Force Main 16 C2 )on receipt of written notice of the conditional acceptance of this Bid, Bidder will execute the formal )ntract attached within 10 calendar days and deliver the Surety Bond or Bonds and Insurance as quired by the Contract Documents. The bid security attached in the sum of: i5_ o o o" (-leg u Fl . f ©-r 8A - dollars ($ - - - ) is to become the property of Owner in the event the Contract, Insurance and Bonds are not executed within the time above t forth for the delay and additional expense to the Owner. awarded a contract under this Proposal, the undersigned proposes to commence work at the site thin 5 calendar days from the commencement date stipulated in the written Notice to Proceed Mess the Project Manager, in writing, subsequently notifies the Contractor of a modified (later) mmencement date. The undersigned further agrees to substantially complete all work covered by s Proposal within one hundred twenty (120) consecutive calendar days, computed by excluding commencement date and including the last day of such period, and to be fully completed to the tint of final acceptance by the Owner within one hundred thirty -five (135) consecutive calendar Sys, computed by excluding the commencement date and including the last day of such period. �spectfully Submitted: ate of F�or�da_" ) U my of c 4/ 1�e1 Ct -- - -_ - -- --- - - - - -i `Z�'ii'i� Tlr't - L { �� .;[. rC7�� L`rQ r.i Ci:ac�l is o �� t �' � ;.s �I t Gr c..,S� ]t il� at�u %s' that tl ie Bidder i ; J ,s { G 1' 3 ] { E1 lJ V�c:� �JI's 1.t1.,.tL (� �i -1 l�J �rtf jade are i r2 �6:e (ltl i�; l::al1 of Su �h k�EC�C�ic.t r ^.1 / r > I� k�� Al��1 ✓ — - - - -- - - -- - - -- al o ''1t?po,7 es c {I d oL?ys that lire. (ca. s c 3rc,`��1Cy prepared ;-'i5 1 I(i ropasal from the Cot�fl1 =cfi Drawln � .:end .�pecifica long nas c��erlced rite same in iI _ yore submitting this Bid; that the statements contained herein rt.e and correct. WS -P -8 I No. 04 -3680 — install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Corporation 16 C2 e Bidder is a corporation organized and existing under the laws of the State of M rich operates under the legal name of j6e jra,c f r2ALir5 I n and the full names its officers are as follows: President (M a � �- P ur�ows .c. s ClE o Secretary Treasurer 'j-: fn S e?' Manager e- � p, dYl u r6 6 d it (does) or (does not) have a corporate seal. The name authorized to sign construction proposals and contracts for the company by action of its Board of -ectors taken -�I ct ►� acted (strike out this last sentence if not applicable). Co- Partnership e Bidder is a co- partnership consisting of individual partners whose full names are as follows: c=rihe ; gal i arise of: �r.iVi:r.�1E Bidder is an individual whose full name is perating under a trade name, said trade name is ted legal entity WS -P -9 No_ 04 -3680 - Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main and By: —Pj� -lalr evi1d -�A C2 es Name of Bijder (typed) t ss Signature/Title 'ATE OF )UNTY OF The foregoing instrument was acknowledged 04, by H c-ff (Oct Ste` ✓ 5 a -Poration. He/she is personally Known to me or identification and did �(d`idno�tia e an 000ath. � , Commission Expires: [Corporate Seal] - -1 k before me this a 0 day of Jq as C 16: 0 of t7_ C)�Yj d(z4 corporation, on behalf of the has produced (nature of Notary) ,,N, 6A \�nAJWJA pul jic, S'LaLe of IfDD 952342 17�, c, oj-nmlssion No.: DD a zc,�,�Jq WS-P-10 No. 04-3680 — Install Collier Boulevard (CR-951)Nanderbilt Beach Road (CR-862) 16" Force Main 16 C2 Belair Builders, Inc. d /b /a KNOW ALL MEN BY THESE PRESENTS, that We Belair Excavating 20 Taylor Rd, Naples, Florida 34109 , (herein after called the Principal) and Travelers Casualty and Surety Company of America (herein called the Surety), a corporation chartered and existing under the laws of the State of Connecticut with its principal offices in the city of Hartford and authorized to do business in the State of Connecticut are held and firmly bound unto the Board of County Commissioners of Collier county, Florida (hereinafter called the Owner, in the full and just sum of Five (5%) of Amount of Bid=- - - - - -- dollars ($-------------- - - - --3 good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a proposal for furnishing all labor, materials, equipment and incidentals necessary to furnish and install: Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Bid No. 043680 NOW, THEREFORE: The conditions of this obligation are such that if the Proposal be accepted, the Principal shall, within fifteen days after the date of a written Notice of Award, execute a Contract in accordance with the Proposal and upon the terms, conditions and price(s) set forth therein, of the form and manner required by the Owner, and execute a sufficient and satisfactory Contract Performance Bond and Payment Bond payable to the Owner, in an amount of one hundred percent (,, 00 %) Percent of the total Contract price each in a form and with security satisfactory to the r-,aid Owner, then this obligation to be void; otherwise to be and remain in full force and virtue in thr3 law; and the Surety shall, upon failure of the Principal to comply with any or all of the foregoing req_,irements within the time specified above, immediately pay to the aforesaid Owner, upon demand, the amount hereof in good and lawful money of the United States of America, not as a ;) nalty but as Iiquidated damages. WS -P -11 id No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 IN TESTIMONY Thereof, the Principal and Surety have caused these present to be duly signed and sealed this 7th day of July , 2004. Belair Builders, Inc. d /b /a Belair Excavat Principal Mar Murlowski, Chief Executive Officer (Seal) Travelers Casualty and Surety Company of America (One Tower Square, Hartford, CT 06183) Surety (,Seal) Jack Cedarleaf II, X torney -In -Fact "Countersigned IV-A Local Resident Producing Agent for N -A WS -P -12 Bid No. 04 -3880 - Install Collier Boulevard (CR- 851)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 ACKNOWLEDGMENT OF PRINCIPAL (Corporation) STATE OF: rn inne5ot-,�',c- COUNTY OF: 1Ra-MS2 c� On this day, July 7, 2004, before me personally come(s) Mark Murlowski to me known, who, being by me duly sworn, deposes and says that he /she resides in the City of New Brighton, MN, that he /she is the Chief Executive Officer of the Belair Builders, Inc. d /b /a Belair Excavating the corporation described in and which executed the foregoing instrument; that he /she knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation, and that he /she signed his/her name thereto by like order. Notary Public M � t 0-1V SURF-TY GF: Minoes,3ta COIJNTY OF: Rainse ' On this day, July 7, 2004, before me personally come(s) Jack Cedarleaf II, to me personally known, who being by me duly sworn, did say that he is the aforesaid officer or Attorney -In -Fact of the Travelers Casualty & Surety Company of America, a corporation; that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by the aforesaid officer, by authority of its board of directors; and the aforesaid officer acknowledged said instrument to be the free act and deed of said corporation. MELINDA C. BLODGETT /�� Notary Public C� X�5& C� Minnesota %� Fh Com-nission Expires January 31, 2008 Notary Public / TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA 16 C2 TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183 -9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S) -IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies ") hath made, constituted and appointed, and do by these presents make, constitute and appoint: C.A. Housh, Christine M. Hansen, D.R. Dougherty, E. Lange, Jack Cedarleaf II, Kurt C. Lundblad, of St. Paul, Minnesota, their true and lawful Attorney(s) -in -Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice.Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary , any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. i 1 -nn qt—a —1 IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 6th day of November, 2003. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD . �.�POH4 uAf gJ�LTY A.y� SG CA-su'4 J< HARTFORD,1 %£ w HARTFORD, 1982 p r� CONIC• } CONN. n Z c� uimwrAS° TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY George W. Thompson Senior Vice President On this 6th day of November, 2003 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he /she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANNY O AMERICA, TRAVELERS CASUALTY AND SURETY COMPANNY and FARMINGTON CASUALTY COMPANY, t1-- corporations described in and which executed the above instrument; that he /she knows the seals of said corporations; that the seats affixed to the said instrument are such corporate seals; and that he /she executed the said instl-umcnt on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. Tj �,iy ccririissicn ex;;ires June 30, 200 ivo;ary 'ubiic Niarle C. Tetrcault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Seal d at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this day of t7 ,200( 7 SURE" c, ' J *L7Y ANO S r GASUgC G t p RTFO ¢ HARTFORD, 0 1 ;8 2 i coNN�' g CONN. n Z r Fa +Did e3 91 By Kori M. Johanson Assistant Secretary, Bond 16 C2 Travelers �4� IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act"). The Act establishes a short -term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform.you of the key features of the Act, and to let - you know what effect, if any, the Act will have on your premium. _ Under the Act, insurers are required to provide coverage for losses caused, by international acts of terrorism as defined in th Act. The Act further provides that the Federal Government will a share of such losses. Specifically, the FederA Government v.41 pay 90% of the IITIaunt of covered losses caused by certain acts ()r tarrn. risen which is [n excess ref Travelers' statutorily established deduciih'R: for that gear. `Fhe Act also caps the amount of terrorise n- slated lasses for which the ► ederal government or an insurer can he responsible at 731 CS0JO00,0003000.00, provided that the insurer has neat its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also - note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. THIS SHEET MUST BE SIGNED BY VENDOR 16 C2 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Purchasing Department BIDDERS CHECK LIST JI P O R T A N T: Please read carefully, sign in the spaces indicated and return with your bid oposal. ider should check off each of the following items as the necessary action is completed: 1. The Bid has been signed. 2. The bid prices offered have been reviewed. 3. The price extensions and totals have been checked. 4. The payment terms have been indicated. 5. Any required drawings, descriptive literature, etc. have been included. 6. Any delivery information required is included. 7. If required, the amount of bid bond has been checked, and the bid bond or cashiers check has been included. 8. Any addenda have been signed and included. 9. The mailing envelope has been addressed to: Purchasing Director Board of County Commissioners Collier County Government Center Purchasing Building 3301 Tamiami Trail, East N�ples, Florida 341 12 -l;4A mailing envelope mist be sealed i° umber; <-, Project Name; <- ;Cpening Cate. 2. The bid will be mailed or delivered in time to be received no Eater th in the sp date and time. (Otherwise bid cannot be considered.) ALL COURIER - DELIVERED BIDS MUST HAVE THE BID NUMBER AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET Signature & Title 2c)0 u,l. ! Dat WS -P -13 Jo. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, Ex- Officio the Governing Board of the Collier County Water -Sewer District ( "Owner "), hereby contracts o M with n B lair Builders, Inc. ( "Contractor ") of 6220 Taylor Road, Suite 106, Naples Florida Corporation to perform all work ( "Work ") in connection with Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16 Force Main, Bid No. 04 -3680 ( "Project "), as said Work is set forth in the Plans and Specifications prepared by CH2M Hill, the Engineers and/or Architects of Record ( "Design Professional ") and other Contract Documents hereafter specified. Owner and Contractor, for the consideration herein set forth, agree as follows: Section 1. Contract Documents. A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof, the Legal Advertisement, the Instructions to Bidders, the Proposal and any duly executed and issued addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto. All of the foregoing Contract Documents are incorporated by reference and made a part of this Agreement (all of said documents including the Agreement sometimes being referred to herein as the "Contract Documents" and sometimes as the "Agreement "). A copy of the Contract Documents shall be maintained by Contractor at the Project site at all times during the performance of the Work. B. Owner shall furnish to the Contractor o t��k Additional copies of the Contract Documents shall e) reasonably necessary for execution of th be furnished, upon request, at the cost of reproduction. Section 2. Scope of Work. Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials, tools, fuel, supplies, utilities, equipment and services and workmanlike type necessary Work req to red by the timely, and fully perform and complete in a good Contract Documents. Section 3. Contract Amount. In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to Contractor the following amount (herein "Contract Amount"), in accordance with the terms of this Agreement: eight hundred eighty six thousand four hundred eighty seven dollars and fifty six cents ($886,487.56) WS -CA -1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951) /Vanderbilt Beach Road (CR -862) 16" Force Main Section 4. Bonds. 16 C2 A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of which to be paid by Contractor. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A -" or better as to general policy holders rating and Class V or higher rating as to financial size reported policy holders surplus, all as category and the amount required shall not exceed 5% of the reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. Should the contract amount be less than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety. B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its right to do business is terminated in the State of Florida, or it ceases to meet the requirements imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter, substitute another bond and surety, both of which shall be subject to the Owner's approval. Section 5. Contract Time and Liquidated Damages. A. Time of Performance. Time is of the essence in the performance of the Work under this Agreement. The "Commencement Date" shall be established in the Notice to Proceed to be issued by the Project Manager. Contractor shall commence the Work within five (5) calendar days from the Commencement Date. No Work shall be performed at the Project site prior to the Commencement Date. Any Work performed by Contractor prior to the Commencement Date shall be at the sole risk of Contractor. The Work shall be substantially completed within one hundred twenty (120) calendar days from the Commencement Date. The date of substantial completion of the Work (or designated portions thereof) is the date certified by the Design Professional when construction is sufficiently complete, in accordance with the Contract Documents, so Owner can occupy or utilize the Work (or designated portions thereof) for the use for which it is intended. The Work shall reach final completion and be ready for final acceptance by Owner within one hundred thirty -five (135) calendar days from the e Commencement Date (herein Contract Time"). B. Liquidated Damages in General. Owner will Owner and Contractor recognize that, since time is of the essence for this Agreement, suffer financial loss if the Work is not substantially completed within the time specified above, as said time may be adjusted as provided for herein. Should Contractor fail to substantially complete the Work within the number of calendar days for substantial completion established herein, Owner shall be entitled to assess, as liquidated damages, but not as a penalty, nine hundred ten dollars and forty -two cents ($910.42) for each calendar day thereafter until Substantial Completion is achieved. Further, in the event Substantial Completion is reached, but the Contractor fails to reach Final Completion, Owner shall also be entitled to assess, as liquidated damages, but not as a penalty, a sum certain per day, in the amount of four hundred fifty -five dollars and twenty -one cents ($455.21), for each day after the time set for Final Completion, as set forth in paragraph four (4) above, until Final Completion is achieved. The Project shall be deemed to be substantially completed on the date the Project Manager (or at his/her direction, the Design Professional) issues a Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby expressly waives and relinquishes any right which it may have to seek to characterize the above noted WS -CA -2 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951) /Vanderbilt Beach Road (CR -862) 16" Force Main 16 C2 liquidated damages as a penalty which the parties agree represents a fair and reasonable estimate of the Owner's actual damages at the time of contracting if Contractor fails to substantially or finally complete the Work in a timely manner. C. Computation of Time Periods. When any period of time is referenced by days he it shall be computed to exclude the first day and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation, and the last day shall become the next succeeding day which is not a Saturday, Sunday or legal holiday. D. Determination of Number of Days of Default. For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working days, the County will count default days in calendar days. E. Conditions under which Liquidated Damages are Imposed. If the Contractor or, in case of his default, the surety, fails to complete the work within the time stipulated in the Contract for Substantial Completion, or within such extra time that the County may have granted the Contractor, or in case of his default, the surety, shall pay to the County, not as a penalty, but as liquidated damages, the amount of nine hundred ten dollars and forty -two cents ($910.42) per day for each day the Contractor fails to reach Substantial Completion as required under the terms of the contract. Final Completion shall occur when the contract is completed in its entirety, is accepted by the County as complete and is so stated by the County as complete. If the Contractor reaches Substantial Completion but fails to reach Final Completion, the Contractor, or in the case of his default, the surety, shall pay the sum of four hundred fifty -five dollars and twenty - one cents ($455.21) per day for each day the Contractor fails to reach Final Completion. F. Right of Collection. The County has the right to apply, as payment on such liquidated damages due under the Contract by allowing the Contractor to continue and to finish the work, or any part of it, after the expiration of the Contract Time including granted time extensions. G. Allowing Contractor to Finish Work. The County does not waive its right to liquidated damages due under the Contract by allowing the Contractor to continue and to finish the work, or any part of it, after the expiration of the Contract Time including granted time extensions. H. Completion of Work by County. In the case of a default of the Contract by the Contractor and the completion of the work by the County, the Contractor and his surety are liable for the liquidated damages under the Contract, but the County will not charge liquidated damages for any delay in the Final Completion of the County's performance of the work due to any unreasonable action or delay on the part of the County. WS -CA -3 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951) /Vanderbilt Beach Road (CR -862) 16" Force Main 16 C2 I. Release of Contractor's Responsibility. lete when the Contractor has completed in its entirety all of The County considers the Contract comp the work and the County has accepted all of the work and notified the Contractor in writing that the work is complete. The County will then release the Contractor from further obligation except as set forth in his bond and except as provided in the Contract. J. Recovery of Damages Suffered by Third Parties. When the Contractor fails to complete the work withathe Time or Ghat the time that the County may grant, the County may recover from County pays for damages suffered by third parties unless the failure to timely complete the work was caused by the County's act or omission. Section 6. Exhibits Incorporated. The following documents are expressly agreed to be incorporated by reference and made a part of this Agreement. Exhibit A: Performance and Payment Bond Forms Exhibit B: Insurance Requirements Exhibit C: Release and Affidavit Form Exhibit D: Contractor Application for Payment Form Exhibit E: Change Order Form Exhibit F: Certificate of Substantial Completion Form Exhibit G: Final Payment Checklist Exhibit H: General Terms and Conditions Exhibit I: Supplemental Terms and Conditions Exhibit J: Technical Specifications Exhibit K: Permits Exhibit L: Plans and Specifications prepared by CH2M Hill, Collier Boulevard (CR- 951)Nanderbilt Beach Road shown on Plan Sheets 1 through 24. Section 7. Notices. and identified as followslnstall (CR -862) 16" Force Main, as A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be deemed duly served if delivered by U.S. Mail, E -mail or Facsimile, addressed to the following: Harry Huber, Senior Project Manager Public Utilities Engineering Department 3301 Tamiami Trail East Building "H" Naples, Florida 34112 Telephone: 239 - 530 -5341 Fax: 239 -530 -5378 E -mail: harryhuber@colliergov.net WS -CA -4 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951) /Vanderbilt Beach Road (CR -862) 16" Force Main 16 C2 B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be deemed duly served if delivered by U.S. Mail, E -mail or Facsimile, addressed to the following: Belair Builders, Inc. Mark D. Murlowski, CEO 6220 Taylor Road, Suite 106 Naples, Florida 34109 Telephone: 239 - 438 -5027 Fax: 239 - 513 -2131 C. Either party may change its above noted address by giving written notice to the other party in accordance with the requirements of this Section. Section 8. Modification. No modification or change to the Agreement shall be valid or binding upon the parties unless in writing and executed by the party or parties intended to be bound by it. Section 9. Successors and Assigns. Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the benefit of the successors and assigns of the parties to the Agreement. Section 10. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. Section 11. No Waiver. The failure of the Owner to enforce at any time st construed for be apdrshalolfnot be a waiver of of the provisions of the Agreement shall not be c on provision or provisions or of its right thereafter to enforce each and every such provision. Section 12. Entire Agreement. Each of the parties hereto agrees and represents that the Agreement comprises the full and entire agreement between the parties affecting the Work contemplated, and no other agreement or understanding of any nature concerning the same has been entered into or will be recognized, and that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be deemed merged in, integrated and superseded by the Agreement. Section 13. Severability. Should any provision of the Agreements enforceability by a othertsect on on part thereof. such a determination shall not affect the validity o Y WS -CA -5 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951) /Vanderbilt Beach Road (CR -862) 16" Force Main 16 C 2 Section 14. Change Order Authorization. The Project Manager shall have the authority on behalf of the Owner to execute all change orders to the Agreement to the extent provided for under the County's Purchasing Policy and accompanying administrative procedures. Section 15. Construction Any doubtful or ambiguous language contained in this Agreement shall not be construed against the party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in a contractual term which appears on its face to have been inserted for the benefit of one of the parties sh be construed against the benefited party) shall not be applied to the construction of this Agreement. Section 16. Order of Precedence In the event of any conflict between or among the terms of any of the Contract Documents, the terms of the Construction Agreement and the General Terms and Conditions shall take precedence over the terms of all other Contract Documents. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict obligation under the Contract Documents upon the Contractor. WS -CA -6 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951) /Vanderbilt Beach Road (CR -862) 16" Force Main IN WITNESS WHEREOF, the parties have executed this Agreement on the da ( In dicate below. TWO WITNESSES, FIRST WITNESS T6E!�d P4LOm IN a Type /Print Name bial- Z Jeart -iwlj SECOND WITNESS lAo R EM /1f Ely m A-A) Type /Print Name Date: ATTEST _r s1�K�tti+r�e :` Ap ed As To .F d Leaal Suffic- nc : 5'cott Teach Assistant County Attorney CONTRACTOR: Belair Builders, Inc. By. Type /Print Name and title Affix the "(Corporate Seal }" OR type /print "(Corporate Seal)" OWNER: BOARD OF COUNTY COMM1L35!ONER$ OF COLLIER COUNTY, FLORIDA, EX- OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY WATER- 8EWER� DISTRICT By. (r7�Yn� -✓ Commi sioner Donna Fiala, Chairman WS -CA -7 item # I (PC Z' Agenda q.7 S Date — Date fib. Zvi . 09 Recd Bid No. 04 -3680 — Install Collier Boulevard (CR- 951) /Vanderbilt Beach Road (CR -862) 16" Force Main 16 C2 EXHIBIT A PUBLIC PAYMENT BOND Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Bid No. 04 -3680 CONTRACT .:0 BOND No. 37MDV626M KNOW ALL MEN BY THESE. PRESENTS: That BeL- r Builds, Im• dba Belair .Ew vatirg as Principal, and . 7�avelers Casualty & Surety Crnpany of Aerica , as Surety, located at Tamer Hartford CT 06183 (Business Address) are held and firmly j b d t Co er Qrm ct as Obligee in -- the sum of - ($ 886,487.56 for the payment whereof we bind ourselves, our heirs, executors, personal representatives, successors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the 28th day. of September 2004, with Obligee for Install Collier Blvd. (CR -951) /Vanderbilt Beach Road ( - Fr4cn accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to as the Contract. THE CONDITION OF THIS BOND is that if Principal: Promptly makes payment to all claimants as defined in Section 255.05(1), Florida Statutes, supplying Principal with labor, materials or supplies, used directly or indirectly by Principal. in the prosecution of the work provided for in the Contract, then is bond is void; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Sureties obligation under this Bond. The provisions of this bond are subject to the time limitations of Section 255.05(2). In no event will the Surety be liable in the aggregate to claimants for more than the penal sum of this Payment Bond, regardless of the number of suits that may be filed by claimants. IN WITNESS WHEREOF, the above parties have executed this instrument this 7th day of October , 2004, the name of each party being affixed and these presents duly signed by its under- signed representative, pursuant to authority of its governing body. WS- CA -A -1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16° Force Main L 16 C 2 Signed, sealed and deliv red PRINCIPAL: in the resence of: BELAIR BUILDERS, INC. DBA BELAIR EXCAVATING By: Mark Murlowski Witnesses as to Principal Name: Its: Chief .Executive Of f icer STATE OF Minnesota COUNTY OF Ramsey The foregoing instrument was acknowledged before me this 7thday of October , 2004, by Mark Mur1 1A as Chie ec. officer of a corporation, behalf of the corporation. He /she is personally known -to me OR has produced as identification and did (did not) take an oath. My Commission Expires: / aDO (AFFIX OFFICIAL SEAL DOREEN NEWMAN Notary Public- Minnesota My Conwdedon Boss Jon 91, 2W7 ATTEST: Notary Public, State of M I "fi l` 5'Ve(_ SURETY: on U�� "L (Signature of Notary) NAME: I�DYe_-er_) rI%BvVvL2a✓L (Legibly Printed) Commission No. '1'036 (Printed Name) (Business Address) (Authorized Signature) Witness as to Surety (Printed Name) .;; OR WS- CA -A -2 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Witnesses STATE OF Km-esOta COUNTY OF ParsW 16 C2 As omey in Fact ,lock k Cedarl II A� a Power ch Power of Attorney) 360 W. Iarpelite.r Aye. St. Pad, M 55LI3 (Business Address) Jack Cedarleaf IT (Printed Name) (Telephone Number) The foregoing instrument was acknowledged before me this7th day of Oz,tcbEr _, 2004, by Jack Cedwleaf II , as -Atton-EY"is -fact of mmvejErs Casualty & Suety Camew of Aro7ica Surety, on behalf of Surety. He/She is personally known to me OR has produced as identification and who did (did not) take an oath. Expires:. -:Commission �- -1- � I - (Signature of Notary) C; (AFFIX OFFICIAL SEAL) Name: Christim M. Hwsm (Legibly Printed) Notary Public, State of MirrEsota Commission No.: 609D4179 WS-CA-A-3 Bid No. 04-3680 — Install Collier Boulevard (CR-951)Nanderbilt Beach Road (CR-862) 16" Force Main TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY 16 C2 Hartford, Connecticut 06183 -9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEYS) -IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies ") hath made, constituted and appointed, and do by these presents make, constitute and appoint: C.A. Housh, Christine M. Hansen, D.R, Dougherty, E. Lange, Jack Cedarleaf II, Kurt C. Lundblad, of St. Paul, Minnesota, their true and lawful Attomey(s) -in -Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fullya and to the samsuxxttentoas if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attome s -in -Fact, p authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vi ed that each such delegation President is in delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided d writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any the Corporate Executive President, , an Senior Assistant Vice duly President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, executed (under seal, if required) nt Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) y by one or more Attomeys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any ey or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for power of attorney purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11 -00 standard) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 6th day of November, 2003. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD � p a.Tr A &,) �,ASUq �ry u' * a HARTFORD, t b n CoHC6�' cONN. o z 19 8 2 r TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY George W. Thompson Senior Vice President On this 6th day of November, 2003 before me personally came GEORGE W. THOMPSON to me known, sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETTY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the A described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he /she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. �G.TET� My commission expires June 30, 2006 Notary Public Marie C. Tetreault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 7th day of October 2004 TY Akp pASU,� Ur G9 r' CrL a T p r t? ! j ►J► OFNNN. � 1982 p r 2� 91 By Kori M. Johanson Assistant Secretary, Bond 16 C2 Travelers �4� IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act "). The Act establishes a short -term program under which the Federal Government will share 'in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused by certain acts of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism - related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. ELT -1018 (2/03) 16 C2 W EXHIBIT A PUBLIC PERFORMANCE BOND Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main Bid No. 04 -3680 BOND NO. 37SB104262680 CONTRACT NO. KNOW ALL MEN BY THESE PRESENTS: That Belair BuildersavenersdbasBalyr ure y Excavating , as Principal, and Co any of America , as Surety, located at one Tower Square, Hartfor Cr 0b183 (Business Address) are held and firmly bound to Ccx.n'ty District , as Obligee in the sum of Eigit cur ($ 886,487.56 -- ---- -) for the payment whereof we bond ourselves, our t heirs, executors, personal representatives, successors and assigns, jointly and severally. L' 28th day of WHEREAS, Principal has entered into a contract dated as of the y SEPtaTber — 2004, with Obligee for Install Collier Blxjd. 0- 951) ilt Beach Road (CR -182) arse �Mmn in i✓ accordance with drawings and specifications, which contract is incorporated by reference and made a part hereof, and is referred to as the Contract. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the Contract at the times and in the manner prescribed in the Contract; an 2. Pays Obligee any and all losses, damages, costs and attorneys' fees that Obligee sustains because of any default by Principal under the Contract, including, but not limited to, all delay damages, whether liquidated or actual, incurred by Obligee; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, then this bond is void; otherwise it remains in full force. Any changes in or under the Contract and compliance or noncompliance with any formalities connected. with the Contract or the changes do not affect Sureties obligation under this Bond. WS- CA -A -1 a L J_, No. 043680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862} 16" Force Main 16 C2 The Surety, for value received, hereby stipulates and agrees that no changes, extensions of time, alterations or additions to the terms of the Contract or other work to be performed thereunder, or the specifications referred to therein shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of 4 the Contract or to work or to the specifications. s This instrument shall be construed in all respects as a common law bond. It is expressly understood that the time provisions and statute of limitations under Section 255.05, Florida Statutes, shall not apply to this bond. In no event will the Surety be liable in the aggregate to Obligee for more than the penal sumo this Performance Bond regardless of the number of suits that may be filed by Obligee. IN WITNESS WHEREOF, the above parties have executed this instrument this 7th day of October , 2004, the name of each party being affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. Signed, sealed and delivered in the presence of: PRINCIPAL: F,`` �A2Crl Z L-0 Witnesses as to Principal -`' STATE OF Minnesota b 1 COUNTY OF Ramsey BELAIR BUILDERS, INC. DBA BELAIR EXCAVATING By: Mark Murlo Name: wski Its Chief Executive Officer The foregoing instrument was acknowledged before me this 7th day of Chief Exec 20Dv-+,,' by MarkT Murlowski a to as corporation, on behalf of iZ.L4L.L ah1ders I J16.• , the corporation. He /she is personally known to me OR has produced as identification and did (did not) take an oath. October off cer of WS- CA -A -2a Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main I My Commission Expires: (AFFIX OFFICIAL SEAL) DOREEN NEWMAN Notary Public-Minnesota My Comr(doMm ExpWn Jan 31,2W ATTEST: I ry Witness as to Surety 4J 6L, Witnesses 16 C2 (Signature of Notary) Name: o K-e-eri ilq Q rt. (Legibly Printed) Notary Public, State of - #J/," /� . Ojq Commission No. c-203& '751211 --- SURETY: (Printed Name) One Toter SqLk9re Hartfcrd, Cr 06183 (Business Address) (Authorized Signature) (Printed Name) OR ------------- ? ttorney in Fact Jack (Attach Power of Attorney)/`/ 360 W. L-jqmteur Ave. St. Paul, W = (Business Address) Jack Cedarleaf II (Printed Name) 651-488-6666 (Telephone Number) WS-CA-A-3a Bid No. 04 -3680 — Install Collier Boulevard (CR-951)Nanderbilt Beach Road (CR-862) 16° Force Main N STATE OF iesota COUNTY OF The foregoing instrument was acknowledged before me 2004, by Jack Cedarleaf TT I aMVElErS Casualty & Srety aqxry of America Surety, personally known to me OR has produced identification and who did (did not) take an oath. My Commission - Expires C R1 S i �E IVI My L,\P (AFFIX OFFICIAL SEAL) 16 Cz this 7th day of �ftcbEr -1 as Attorney -ir► -far-t of on behalf of Surety. He/She is as (Signature of Notary) Name: -Gidstim M. I sm (Legibly Printed) Notary Public, State of MLrota Commission No. WS-CA-A-4a Bid No. 04-3680 - Install Collier Boulevard (CR-951)Nanderbilt Beach Road (CR-862) 16° Force Main L TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA �'" TRAVELERS CASUALTY AND SURETY COMPANY (V ^ = L2 FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183 -9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S) -IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURE'T'Y COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, constituted and appointed, and do by these County of Hartford, State of Connecticut, (hereinafter the "Companies ") hath made, presents make, constitute and appoint: C.A. Housh, Christine M. Hansen, D.R, Dougherty, E. Lange, Jack Cedarleaf 11, Kurt C. Lundblad, of St. Paul, Minnesota, their true and lawful Attomey(s) -in -Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any A� is ePs President, Fact and Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may app Y - Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. President may VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior V ice provided that any oeach such delegation is delegate all or any part of the foregoing authority to one or more officers or employees of this Company, p o writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any the Executive Vice Secretary ,oranan Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attomeys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such f acsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11 -00 Standard) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 6th day of November, 2003. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD �A TY A/y� GAS . yq{Opp� a HARTFORD, O CONN CONN. n ? � ,�7�`1 61 a �N1 +y * At► TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY i / ��I George W. Thompson Senior Vice President On this 6th day of November, 2003 before me personally came GEORGE W. THOMPSON to me known, sworn, did depose and say: that he /she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY F AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he /she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he /she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. G.TEt�) VY �Wn�ue' c. My commission expires June 30, 2006 Notary Public Marie C. Tetreault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 7th day of October 2004 �J�4[Y Aryan (lGppP6U,�l d Ur G� plli fO1�r,i FIAR1FOgp W HARTFORD, < 0 1982 CONK y CONN. c = • 'A� et �b�a zo 91 By �zm` /?Z Kori M. Johanson Assistant Secretary, Bond b1S-347-LY7V roy =. Palomino @ 9,6517860769 10/7/2004 Time: 4:S1 PM To: Teresa BELABUII - -- Client #:139TE OF LIAR LI IT'1( INSURANCE DATE(MMlODMYY) 1017104 A CORDt,. CERTIFICA TH15 CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE OR N FGlHG HOLDER. THIS CERTIFICATE DOES NOT AMEND, N-F STRECKER DUNPHY & ZIMMERMANN I ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. i0 S FIFTH ST STE 2000 ,timr- APOLIS, MN 554D2 3UREC BELAIR EXCAVATING 6620 TAYLOR RD STE 106 NAPLES, FL 34109 INSURERS AFFORDING COVERAGE NAIC # 1 INSURER A ZURICH AMERICAN INSURANCE 1 4 Y__ Ir s rER B ARCH SPECIALTY INSURANCE COMPAN _ i INSURER c AMERICAN ZURICH INSURANCE COMPA Y ''. NSURER E mr� NOTWITHSTANDING OVERAGES ",, ISSUE-D OR LISTED 6ELCW HAVE BEEN ISSUED TO THE INSURED NAMED A60VE FO DOCUMENT AND CONDITIONS OF SUG'i THC POLICIES OF INSURANCE �S SUBJECT TO ALL THE TERMS, EXCLUSIONS CONTRACT DESCRIBED HEREIN TERN OR CO ANY REQUIREMENT, FORDED BY THE O 1,,4 AY PERTAIN, 1 HE INSURANCE AF MAY HAVE BEEN REDUCED BY PAID CLAIMS POLICY EXPIRATION LIMITS POLICIES. AGGREGATE LIMITS SHOWN " POLICY EFFECTIVE POLICYNUMBER MMIDD/YY DATE (MMf0D/1'1'} - ----- — — EACH OCCURRENCE $1 090.000 I -R NSR TYPE OF INSURANCE 1 04101104 04101105 DAMAGE TO RENTED $100 000 GENERAL LIABILITY IGLO353615103 I PR ' IW " r a yrr r' $10 DQ X CGVMERCIAL GENERAL LIABILITY i I ME❑ EXP (Anq one p =rson} $1 000 000 MADE X I OCCLIR INCLUDES: PERSONAL & ADV INJURY CLAIMS X 1 XCU (OPERATIONS OF GENERAL AGGREGATE $2 000.000 X BROAD FORM PD SUBS- CONTINGENT PRODUCTS COIJFVOP AGG 32.000,000 �I CONTRACTUAL LIAB GEN'L AGGREC- -ATE LIPAIT APPLIES PER PR° IOc 04101105 l'OLICI' X JEGT �I 04101104 ('OMBINEDSNGLE LIMIT $1,000, DOD I jEaauadrntl — — 4 IBAP353615003 AUTOMOBILE LIABILITY X ,NY AUTO I BC'DILY INJURY S (Per person) ALL OWNED AUTOS I I SCHEDLLED AUTOS 'I I BODILY INJURY g (Per accidan[} X HIRED AUTOS X I NON- C)WNEO ..AUTOS I Il PROPERTY DAMAGE d (PeI acciden,) — -- I A.J T Q ON V - cA ACCIDENT ?_ — GARAGE LIABILITY _EA ,ACC $ OTTER TN AN —" ALIT O �ON -� — ANY AUT O 1 —{ 104 04101105 --- "'_ACC$ EACHOCCURREN' --E 35 000 000 B EXCESSIUMBRELLA LIABILITY I52CLB1571501 104101 AGGREGATE s5 000 000 X OCCUR CLAIMS MADE 1 � `� c I S DEDUCTIBLE — -- ___ --� X I RETENTION_ $ D I 44)01104 04101 fD5 WC353614903 I W C S I A l L CTH- X TORY IP.IIT. ER DEN?_ s1,000,000 _ C WORKERS COMPENSATION AND 6.L.LACH .ACCT,- --- EM"L OYES 1,000,000 3 EMPLOYERS' LIABILITY I 1 ,ANY PRC�RIETOR!P.ARTNER1EXEGUTIVE I IM OFFICEREIABER- XCLUDED! I LL DISEASE L4 - --- LL DISEASE - Po1JCYLIMIT .- S1,000,DOO II v�E, j °sn'.he under SPECIAL. PP.OVISI01:860— 1 OTHER I —L. —_— OPERATIONS I LOCATIONS I VEHICLES! EXGLUBIONSCAD 951 ILT 'ECIAL (CR DESCRIPTION OF INSTALL COLLIER BLVD ( R ) CONTRACT #04.3680, 82) 16" FORCE MAIN (See Aiiai r,cu v. •r- COLLIER COUNTY GOVERNMENT 3301 E TAMIAMI TRAIL NAPLES, FL 34112 ACORD 2S i20W08) 1 of. 3 #R1671351M147061 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANOE AIL BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL I�K'K11 MAIL _ DAYS WRITTEN X 1 NOTICE TO THE CERTIFICATE HOLDER NAMED To THE LEFT, 'i67(RKM �7�RI>(Iyti79F�CXx ' �7 6bP�1X�XDlXtJdKnGXAP( OCRIR7CD@ SSYKiaX707CTA %XXI��`IC➢[RC�COF71f9IP1�C — 'I_x�wreszx -- -- — _._ -.-- — AUTHORIZED REPRESENTATIVE R.IC; o ACORD CORPORATION 1988 ,te: 10/7/2004 Time: 4:51 PM To: Teresa Palomino @ 9,6517660769 612.349 -2490 Page: 003 16 C2 IMPORTANT If the certificate holder is an ADDITIONAL INSURED. the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsernent(s). if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 -S (2001108) 7 of 3 #°iih79a5rM9a7un+ te: 10/7/2004 Time: 4:51 PM To: Teresa Palomino @ 9,6517860769 612 - 349 -2490 Page: 004 DESCRIPTIONS (Continued from Page 1) ADDITIONAL INSURED WIRESPECT TO GENERAL LIABILITY ON A PRIMARY BASIS: COLLIER COUNTY GOVERNMENT WAIVER OF SUBROGATION APPLIES IN FAVOR OF THE CERTHOLDER AS RESPECTS WORKERS COMPENSATION. AIMS 25.3 (2001108) 3 of 3 #S162135IM142061 EXHIBIT B �� C � INSURANCE REQUIREMENTS (1) The amounts and types of insurance coverage shall conform to the following minimum requirements with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. (2) The-insurance required by this Agreement shall be written for not less than the limits specified herein or required by law, whichever is greater. (3) Coverage shall be maintained without interruption from the date of commencement of the work until the date of completion and acceptance of the Project by the Owner or as specified in this Agreement, whichever is longer. (4) Certificates of insurance (3 copies) acceptable to the Owner shall be filed with the Owner within ten (10) calendar days after Notice of Award is received by Contractor /Consultant/Professional. (5) The Contractor and /or its insurance carrier shall provide 30 days written notice to the Owner of policy cancellation or non - renewal on the part of the insurance carrier or the Contractor. (6) All insurance coverage of the Contractor /Consultant/Professional shall be primary to any insurance or self insurance program carried by the Owner applicable to this Project. (7) The acceptance by Owner of any Certificate of Insurance does not constitute approval or agreement by the Owner that the insurance requirements have been satisfied or that the insurance policy shown on the Certificate of Insurance is in compliance with the requirements of this Agreement. (8) Contractor /Consultant/Professional shall require each of its subcontractors to procure and maintain, until the completion of the subcontractors work, insurance of the types and to the limits specified in this Section unless such insurance requirements for the subcontractor are expressly waived in writing by the Owner. (9) Should at any time the Contractor /Consultant/Professional not maintain the insurance coverage required herein, the Owner may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage and charge the Contractor for such coverage purchased. The Owner shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage purchased or the insurance company or companies used. The decision of the Owner to purchase such insurance coverage shall in no way be construed to be a waiver of any of its rights under the Contract Documents. (10) If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion of the Work or termination of the Agreement, the Contractor /Consultant/ Professional shall furnish to the County, renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the date of their expiration. Failure of the Contractor to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate the Agreement. WS- CA -B -1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY 16 C2 Required by this Agreement? (check one) X Yes No (1) Workers' Compensation and Employers' Liability Insurance shall be maintained by the Contractor /Consultant/ Professional during the term of this Agreement for all employees engaged in the work under this Agreement in accordance with the laws of the State of Florida. The amounts of such insurance shall not be less than: a. Worker's Compensation - Florida Statutory Requirements b. Employers' Liability (check one) $,100,000 Each Accident $500,000 Disease Aggregate $100,000 Disease Each Employee X $1,000,000 Each Accident $1,000,000 Disease Aggregate $1,000,000 Disease Each Employee (2) The insurance company shall waive its Rights of Subrogation against the Owner and the policy shall be so endorsed. (3) United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. ❑ Applicable x Not Applicable (4) Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. ❑ Applicable x Not Applicable COMMERCIAL GENERAL LIABILITY Required by this Agreement? X Yes No (1) Commercial General Liability Insurance shall be maintained by the Contractor / Consultant Professional. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property WS- CA -B -2 Bid No. 04- 3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 Damage including Completed Operations and Products and Completed Operations Coverage. Limits of Liability shall not be less than the following: (check one) General Aggregate $ 300,000 Products /Completed Operations Aggregate $ 300,000 Personal and Advertising Injury $ 300,000 Each Occurrence $ 300,000 Fire Damage $ 50,000 General Aggregate $ 500,000 Products /Completed Operations Aggregate $ 500,000 Personal and Advertising Injury $ 500,000 Each Occurrence $ 500,000 Fire Damage $ 50,000 X General Aggregate $1,000,000 Products /Completed Operations Aggregate $1,000,000 Personal and Advertising Injury $1,000,000 Each Occurrence $1,000,000 Fire Damage $ 50,000 (2) The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. "This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you." (3) If the General Liability insurance required herein is issued or renewed on a "claims made" basis, as opposed to the "occurrence" form, the retroactive date for coverage shall be no later than the commencement date of the Project and shall provide that in the event of cancellation or non - renewal the Extended Reporting Period (Discovery Period) for claims shall be no less than three (3) years. (4) The Owner shall be named as an Additional Insured and the policy shall be endorsed that such coverage shall be primary to any similar coverage carried by the Owner. (5) Coverage shall be included for explosion, collapse or underground property damage claims. (6) Watercraft Liability coverage shall be carried at the limits shown above if applicable to the completion of the work under this Agreement. ❑ Applicable x Not Applicable (7) Aircraft Liability coverage shall be carried at limits of $1,000,000 each occurrence if applicable to the completion of the work under this Agreement. ❑ Applicable xNot Applicable WS- CA -B -3 Bid No. 04 -3680 — Install Collier Boulevard (CR- 961)Nanderbilt Beach Road (CR -862) 16" Force Main PROPERTY INSURANCE - BUILDERS RISK 16 X12 (1) The Owner shall purchase and maintain in a company or companies lawfully authorized to do business in the State of Florida and in Collier County, property insurance in the amount of the initial Contract Sum as well as subsequent modifications thereto for the entire Work at the site on a replacement cost basis without voluntary deductibles. Such property insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made or until no person or entity other than the Owner has an insurable interest in the property required to be covered, whichever is earlier. This insurance shall include interests of the Owner, the Contractor, Subcontractors, Sub - subcontractors and Material Suppliers in the Work. (2) Property insurance shall be on an all -risk policy form and, at the Owner's option, shall cover reasonable compensation for Professional's services and expenses required as a result of such insured loss. At the Owner's option, flood insurance will also be purchased. (3) The property insurance provided by the Owner requires minimum deductibles and the Contractor shall pay costs not covered by the deductibles. The responsibility of the Contractor for any deductible associated with the all -risk policy described above shall be limited to a maximum of $1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents. The responsibility of the Contractor for any deductible associated with the flood insurance identified herein, if purchased by the Owner, shall be limited to a maximum of $1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents. (4) This property insurance shall cover portions of the Work stored off the site after written approval of the Owner at the value established in the approval, and also portions of the Work in transit. (5) Boiler and Machinery Insurance. The Owner shall have the option of purchasing and maintaining boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner. If purchased this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub - subcontractors in the Work. (6) Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub - subcontractors, agents and employees, each of the other, and (2) the Professional, Professional's consultants, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this Exhibit C or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The policies shall provide waivers of subrogation by endorsement or otherwise. (7) A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insured, as their interests may appear. WS- CA -B-4 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main AUTOMOBILE LIABILITY INSURANCE 16 C2 Required by this Agreement? (check one) X Yes No (1) Automobile Liability Insurance shall be maintained by the Contractor /Consultant/ Professional for the ownership, maintenance or use of any owned, non -owned or hired vehicle with limits of not less than: (check one) Bodily Injury & Property Damage - $ 500,000 X Bodily Injury & Property Damage - $1,000,000 UMBRELLA LIABILITY (1) Umbrella Liability may be maintained as part of the liability insurance of the Contractor /Consultant/Professional and, if so, such policy may be in addition to and in excess of Employers' Liability, Commercial General Liability and Automobile Liability and Professional Liability coverage required herein and shall include all coverage on a "following form" basis. (2) The policy shall contain wording to the effect that, in the event of the exhaustion of any underlying coverage due to the payment of claims, the Umbrella policy will "drop down" to apply as primary insurance. (3) The General Aggregate limit, if applicable, shall apply separately to this project and the policy shall be so endorsed. WS- CA -B -5 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main EXHIBIT C RELEASE AND AFFIDAVIT FORM COUNTY OF COLLIER STATE OF FLORIDA 16 C2 Before me, the undersigned authority, personally appeared who after being duly sworn, deposes and says: (1) In accordance with the Contract Documents and in consideration of $ paid, ( "Contractor") releases and waives for itself and its subcontractors, material men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, Ex- Officio the Governing Board of the Collier County Water -Sewer District ( "Owner") relating in any way to the performance of the Agreement between Contractor and Owner, dated , 20 , for the period from to (2) Contractor certifies for itself and its subcontractors, material men, successors and assigns, that all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand against any payment bond might be filed, have been fully satisfied and paid. (3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this Release and Affidavit. (4) This Release and Affidavit is given in connection with Contractor's [monthly /final] Application for Payment No. Witnesses M Its: CONTRACTOR: Date: WS- CA -C -1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main President [Corporate Seal] STATE OF 16 C2 COUNTY OF The foregoing instrument was acknowledged before me. this day of , 2004, by as of a corporation, on behalf of the corporation. He /she is personally known to me or has produced as identification and did (did not) take an oath. My Commission Expires: (Signature of Notary) (AFFIX OFFICIAL SEAL) Name: (Legibly Printed) Notary Public, State of Commission No.: WS- CA -C -2 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main EXHIBIT D .16 C2 FORM OF CONTRACT APPLICATION FOR PAYMENT (County Project Manager) (County Department) Collier County Board of. County Commissioners (the OWNER) or Collier County Water -Sewer District (the OWNER) FROM: (Contractor's Representative) (Contractor's Name) (Contractor's Address) RE: Original Contract Time: _ Revised Contract Time. Retainage @ 10% thru[insert date] $ Retainage @ _% after [insert date] $ Percent Work completed to Date: Percent Contract Time completed to Date Liquidated Damages to be Accrued $ Bid No. _ Project No. Application Date Payment Application No. for Work accomplished through the Date: Original Contract Amount: Total Change Orders to Date. Revised Contract Amount Total value of Work Completed and stored to Date Less previous payment (s) AMOUNT DUE THIS APPLICATION: Project Name) ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been paid for work which previous payments were issued and received from the OWNER and that current payment is now due; (4) and CONTRACTOR agrees that all overruns as shown on the monthly estimate summary shall, in fact, be added to the revised contract and shall be incorporated into a future Change Order: By CONTRACTOR: (Contractor's Name) (Signature) DATE: (Type Name & Title) (shall be signed by a duly authorized representative of CONTRACTOR) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended: By Design Professional: (DP's Name) (Signature) DATE: _ (Type Name & Title) Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved: By OWNER'S Project Manager. WS- CA -D -1 (Signature) DATE: _ (Type Name and Title) Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main � C 2 16 . � D U Cb * E �kui �z 8. FLU k� ■■ . . cc . e� mw M� ak� - ! E 2 = %$ @ 0 az 20 aL 8 fU. ku k ƒ z 2 �— 2k \o cl %§ $� (L Cr Ef a§ 8� �« �tu5w }2 0 �2§o 0 F■ino �E Bk 2 0� t\ w� ° ©< \R , ■ c ■B k 2 0 �LU I0 ul %2 -j #� > GS LL a § <. 55 kz \co co �U) #@ ui -w c� u Jo 22 // © W = /f §w c CD k o tu / . 2 S cn ea) § 2 (_■ &§£ =qe § E& EL f -2 ca oil / / ja Cc 2 4D .2 § v CK ° § §f_ c & go ■ §-R &£ $ Ez CO e �f ,.» � C 2 16 . � D U Cb * TO: EXHIBIT E CHANGE ORDER FROM: Collier County Government Project Name: Construction Agreement Dated: Bid No.: Change Order No.: Date: Change Order Description: Original agreement amount ................................. ..............................$ Sum of previous change orders amount .............. ..............................$ This Change Order Amount ................................. ..............................$ Revised Agreement Amount ................................ ............................... $ Original contract time in calendar days ................... ............................... Adjusted number of calendar days due to previous change orders ......... This change order adjusted time is ........................... ............................... Revised Contract Time in calendar days .................. ............................... Original Notice to Proceed date ............................... ............................... Completion date based on original contract time ......................... Revised completion date ............................... ............................... 16 C2 Your acceptance of this change order shall constitute a modification to our Agreement and will be performed subject to all the same terms and conditions as contained in our Agreement indicated above, as fully as if the same were repeated in this acceptance. The adjustment, if any, to this Agreement shall constitute a full and final settlement of any and all claims of the Contractor arising out of, or related to, the change set forth herein, including claims for impact and delay costs. Prepared by: Date: PUED Project Manager Recommended by: Date: Design Professional WS- CA -E -1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 i Accepted by: Date: Contractor Approved by: - - Date: PLJED Director Authorized by: Director (For Use by Owner: Fund: Cost Center: Object Code: Project No.: } G:1Forms\Change Order Master.doc Revised 02/03/98 WS- CA -E -2 Bid No_ 043680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main OWNER'S Project No. PROJECT: CONTRACTOR Contract For Contract Date EXHIBIT F 1 16 CERTIFICATE OF SUBSTANTIAL COMPLETION ENGINEER'S Project No. C2 This Certificate of Substantial completion applies to all Work under the Contract documents or to the following specified parts thereof: To OWNER And To The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the contract documents on: DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all- inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance_ with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. EJCDC NO. 1910 -8 -D (1983 Edition) Prepared by the Engineers Joint Contract documents Committee and endorsed by The Associated General contractors of America. Reprinted 5/85 WS- CA -F -1 Bid No. 043680 — Install Collier Boulevard (CR- 951)Nanderbift Beach Road (CR -862) 16" Force Main The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as follows: e 5 2 RESPONSIBILITIES: J OWNER: CONTRACTOR: The following documents are attached to and made a part of this Certificate: This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents. Executed by Design Professional on , 2004 Design Professional Bv- Type Name and Title CONTRACTOR accepts this Certificate of Substantial Completion on > 2004 OWNER accepts this Certificate of Substantial Completion on CONTRACTOR By: . Type Name and Title OWNER By: Type Name and Title WS-CA-F-2 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 2004 Bid No.: _ Contractor: Project No.: EXHIBIT G FINAL PAYMENT CHECKLIST The following items have been secured by the for the Project known as Date: and have been reviewed and found to comply with the requirements of the Contract Documents. Original Contract Amount: Commencement Date: Substantial Completion Time: Final Completion Time: YES NO Final Contract Amount: Calendar Days. Calendar Days. 1. All Punch List items completed on 2. Warranties and Guarantees assigned to County (attach to this form). 3. Effective date of General one year warranty from Contractor is: 4. 2 copies of Operation and Maintenance manuals for equipment and system submitted (list manuals in attachment to this form). 5. Record drawings obtained and dated: 6. County personnel trained on system and equipment operation. 7. Certificate of Occupancy No.: issued on (attach to this form). 8. Certificate of Substantial Completion issued on 9. Final Payment Application and Affidavits received from Contractor on: 16 C2 10. Consent of Surety received on 11. Operating Department personnel notified project is in operating phase. 12. Contractor evaluation completed. 13. Other: { 2004 If any of the above are not applicable, indicate by N /A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: By Owner: WS- CA -G -1 (Company Name) (Signature) (Typed Name & Title) (Department Name) (Signature) (Name & Title) Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbiit Beach Road (CR -862) 16° Force Main 16 C2 EXHIBIT H GENERAL TERMS AND CONDITIONS 1. INTENT OF CONTRACT DOCUMENTS. 1.1. It is the intent of the Contract Documents to describe a functionally complete project (or portion thereof) to be constructed in accordance with the Contract Documents. . Any work, materials or equipment that may. reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied whether or not specifically called for. When words which have a well known technical or trade meaning are used to describe work, materials or equipment, such words shall be interpreted in accordance with that meaning. Reference to standard specifications, manuals or codes of any technical society, organization or association or to the laws or regulations of any governmental authority having jurisdiction over the Project, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, law or regulation in effect at the time the Work is performed, except as may be otherwise specifically stated herein. 1.2. If before or during the performance of the Work Contractor discovers a conflict, error or discrepancy in the Contract Documents, Contractor immediately shall report same to Project Manager in writing and before proceeding with the Work affected thereby shall obtain a written interpretation or clarification from the Project Manager. Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing any portion of the Work. 1.3. Drawings are intended to show general arrangements, design and extent of Work and are not intended to serve as shop drawings. Specifications are separated into divisions for convenience of reference only and shall not be interpreted as establishing divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the drawings, specifications or other Contract Document provisions, Contractor shall be required to comply with the provision which is the more restrictive or stringent requirement upon the Contractor, as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any portion of the Work to make a complete, serviceable, finished and first quality installation shall be furnished and installed as part of the Work, whether or not called for by the Contract Documents. 2. INVESTIGATION AND UTILITIES. 2.1. Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work and the general and local conditions, and particularly, but without limitation, with respect to the following: those affecting transportation, access, disposal, handling and storage of materials; availability and quality of labor; water and electric power; availability and condition of roads; work area; living facilities; climatic conditions and seasons; physical conditions at the work -site and the WS- CA -H -1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 961)Nanderbiit Beach Road (CR -862) 16" Force Main 16 C2 i project area as a whole; topography and ground surface conditions; nature and quantity of the surface materials- to be encountered; subsurface conditions; equipment and facilities needed preliminary to and during- performance of the Work; and all other costs associated with such performance: The failure of Contractor to acquaint itself with any applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall it be considered the basis for any claim for additional time or compensation. 2.2. Contractor shall locate all existing roadways, railways, drainage facilities and utility services above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being referred to in this Sub - Section 2.2 as the "Utilities Contractor shall contact the owners of all Utilities to determine the necessity for relocating or temporarily interrupting any Utilities during the construction of the Project. Contractor shall schedule and coordinate its Work around any such relocation or temporary service interruption. Contractor shall be responsible for properly shoring, supporting and protecting all Utilities at all times during the course of the Work. The Contractor is responsible for coordinating all other utility work so as to not interfere with the prosecution of the Work (except those utilities to be coordinated by the Owner as described in other places of the contract documents). 3. SCHEDULE. 3.1. The Contractor, within ten (10) calendar days after receipt of the Notice of Award, shall prepare and submit to Project Manager, for his /her review and approval, a progress schedule for the Project (herein "Progress Schedule "). The Progress Schedule shall relate to all Work required by the Contract Documents shall utilize the Critical Path method of scheduling and shall provide for expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule shall indicate the dates for starting and completing the various stages of the Work. 3.2. The Progress Schedule- shall be updated monthly by the Contractor. All monthly updates to the Progress Schedule shall be subject to the Project Manager's review and approval. Contractor shall submit the updates to the Progress Schedule with its monthly Applications for Payment noted below. The Project Manager's review and approval of the submitted Progress Schedule updates shall be a condition precedent to the Owner's obligation to pay Contractor. 3.3 All work under this Agreement shall be performed within the requirements of the Collier County Noise Ordinance 93 -77, Amended by 96 -29, and Article 1, Division 1.5, Section 1.5.5 of the Collier County Land Development Code. Unless otherwise specified, work will generally be limited to the hours of 8:00 a.m. to 7:00 p.m., Monday through Saturday, except for County Holidays. No work shall be performed outside the specified hours without the prior approval of the Project Manager. 4. PROGRESS PAYMENTS. 4.1. Prior to submitting its first monthly Application for Payment, Contractor shall submit. to Project Manager, for their review and approval, a schedule of values based upon the Contract Price, listing the major elements of the Work and the dollar value for each element. After its approval by the Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly Applications for Payment. This schedule shall be updated and submitted each month to the Project Manager along with a completed copy of the Application for Payment form signed by the Contractor's authorized representative and attached to the Agreement as Exhibit D. WS- CA -H -2 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 4.2. Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project Manager a complete list of all its proposed subcontractors and material men, showing the work and materials involved and the dollar amount of each proposed subcontract and purchase order. The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date. 4.3. If payment is requested on the basis of materials and equipment not incorporated into the Project, but delivered and suitably stored at the site or at another location agreed to by the Owner in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, together with evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect Owner's interest therein, all of which shall be subject to the Owner's satisfaction. 4.4. Contractor shall submit six (6) copies of its monthly Application for Payment to the Project Manager. Within twenty (20) business days after the date of each Application for Payment is stamped as received, the Project Manager, or Consultant, shall either: 4.4.1 Indicate his approval of the requested payment; 4.4.2 Indicate his approval of only a portion of the requested payment, stating in writing his reasons therefore; or 4.4.3 Return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices shall be processed in accordance with Section 218.735, Florida Statutes and the administrative procedures established by the County's Purchasing Department and the Clerk of Courts' Finance Department respectively. In the event of a total denial and return of the Application for Payment by the Project Manager, the Contractor may make the necessary corrections and resubmit the Application for Payment. The Owner shall, within ten (10) business days after the Application for Payment is stamped and received and after Project Manager approval of an Application for Payment, pay the Contractor the amounts so approved. 4.5. Owner shall retain ten percent (10 %) of the gross amount of each monthly payment request or ten percent (10 %) of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated and not released to Contractor until final payment is due, unless otherwise agreed to by the Owner. The Project Manager shall have the discretion to establish, in writing, a schedule to periodically reduce the percentage of cumulative retainage held through out the course of the project schedule. Collier County shall reserve the right to reduce the amount of the retainage witheld subject to the guidelines as set forth in the County's Purchasing Policy. 4.6. Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's work. WS- CA -H -3 Bid No. 04- 3680 -- install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 1.6 C21 4.7. Each Application for Payment, subsequent to the first pay application, shall be accompanied by a Release and Affidavit, in the form attached as Exhibit C, showing that all materials, labor, equipment and other bills associated with that portion of the Work payment is being requested on have been paid in full. For all payments subsequent to the first payment, the Owner shall not be required to make payment until and unless these affidavits are furnished by Contractor. 4.8. Contractor agrees and understands that funding limitations exist and that the expenditure of funds must be spread over the -duration of the Project at regular intervals based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting its first monthly Application for Payment, Contractor shall prepare and submit for Project Manager's review and approval, a detailed Project Funding Schedule; which shall be updated as necessary and approved by Owner to reflect approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early completion of the Work shall modify the time of payments to Contractor as set forth in the approved Project Funding Schedule. 4.9. Prior to release of final payment and final retainage, the Contractor's Representative and the Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is enclosed in the agreement and labeled Exhibit G. 5. PAYMENTS WITHHELD. 5.1. The Project Manager or Owner may decline to approve any Application for Payment, or portions thereof, because of subsequently discovered evidence or subsequent inspections that reveal non- compliance with the Contract Documents. The Project Manager may nullify the whole or any part of any approval for payment previously issued and Owner may withhold any payments otherwise due Contractor under this Agreement or any other agreement between Owner and Contractor, to such extent as may be necessary in the Owner's opinion to protect it from loss because of: 5.1.1 Defective Work not remedied; 5.1.2 Third party claims filed or reasonable evidence indicating probable filing of such claims; 5.1.3 Failure of Contractor to make payment properly to subcontractors or for labor, materials or equipment; 5.1.4 Reasonable doubt that the Work can be completed for the unpaid balance of the Contract Amount; 5.1.5 Reasonable indication that the Work will not be completed within the Contract Time; 5.1.6 Unsatisfactory prosecution of the Work by the Contractor; or WS- CA -H-4 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16° Force Main 5 1.7 an y o ther material breach of th e Contract Do16 C2 cuments. 5.2. If any conditions described in Subsection 5.1 are not remedied or removed, Owner may, after three (3) days written notice, rectify the same at Contractor's expense. Owner also may offset against any sums due Contractor the amount of any liquidated or unliquidated obligations of Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement between Contractor and Owner. 6. FINAL PAYMENT. 6.1. Owner shall make final payment to Contractor within thirty (30) calendar days after the Work is finally inspected and accepted by the Project Manager in accordance with Section 20.1 herein, provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C as well as, a duly executed copy of the Sureties consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. 6.2. Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except those previously made in writing and identified by Contractor as unsettled at the time of the final Application for Payment. Neither the acceptance of the Work nor payment by Owner shall .be deemed to be a waiver of Owner's right to enforce any obligations of Contractor thereunder or to the recovery of damages for defective Work not discovered by the Design Professional or Project Manager at the time of final inspection. 7. SUBMITTALS AND SUBSTITUTIONS. 7.1. Contractor shall carefully examine the Contract Documents for all requirements for approval of materials to be submitted such as shop drawings, data, test results, schedules and samples. Contractor shall submit all such materials at its own expense and in such form as required by the Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the installation thereof. 7.2. Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other suppliers may be accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to determine that the material or equipment proposed is equivalent or equal to that named. Requests for review of substitute items of material and equipment will not be accepted by Owner from anyone other than Contractor and all such requests must be submitted by Contractor to Project Manager within thirty (30) calendar days after Notice of Award is received by Contractor. WS- CA -H -5 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 7.3. If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall make application to the Project Manager for acceptance thereof, certifying that the proposed substitute shall adequately perform the functions and achieve the results called for by the general design, be similar and of equal substance to that specified and be suited to the same use as that specified. The application shall state that the evaluation and acceptance of the proposed substitute will not prejudice Contractor's achievement of substantial completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the design to the proposed substitute and whether or not incorporation or use by the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service shall be indicated. The application also shall contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs for redesign and claims of other contractors affected by the resulting change, all of which shall be considered by the Project Manager in evaluating the proposed substitute. The Project Manager may require Contractor to furnish at Contractor's expense additional data about the proposed substitute. 7.4. if a specific means, method, technique, sequence or procedure of construction is indicated in or required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor submits sufficient information to allow the Project Manager to determine that the substitute proposed is equivalent to that indicated or required by the Contract Documents. The procedures for submission to and review by the Project Manager shall be the same as those provided herein for substitute materials and equipment. 7.5. The Project Manager shall be allowed a reasonable time within which to evaluate each proposed substitute and, if need be, to consult with the Design Professional. No substitute will be ordered, installed or utilized without the Project Manager's and the Owner's prior written acceptance which shall be evidenced by either a Change Order, a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. The Project Manager will record time required by the Project Manager and the Owner's consultants in evaluating substitutions proposed by Contractor and making changes in the Contract Documents occasioned thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse Owner for the charges of the Design Professional and the Design Professional's consultants for evaluating each proposed substitute. 8. DAILY REPORTS, AS- BUILTS AND MEETINGS. 8.1. Unless waived in writing by owner, contractor shall complete and submit to Project Manager on a weekly basis a daily log of the contractor's work for the preceding week in a format approved by the Project Manager and Owner. The daily log shall document all activities of contractor at the project site including, but not limited to, the following: WS- CA -H -6 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 Cz 8.1.1. Weather conditions showing the high and low temperatures during work hours, the amount of precipitation received on the Project site, and any other weather conditions which adversely affect the Work; 8.1.2. Soil conditions which adversely affect the Work; 8.1.3. The hours of operation by Contractor's and subcontractors' personnel; 8.1.4. The number of Contractor's and subcontractors' personnel present and working. at the Project site, by subcontract and trade; 8.1.5. All equipment present at the Project site, description of equipment use and designation of time equipment was used (specifically indicating any down time); 8.1.6. Description of Work being performed at the Project site; 8.1.7. Any unusual or special occurrences at the Project site; 8.1.8. Materials received at the Project site; 8.1.9. A list of all visitors to the Project site; and 8.1.10. Any problems that might impact either the cost or quality of the Work or the time of performance. The daily log shall not constitute nor take the place of any notice required to be given by Contractor to Owner pursuant to the Contract Documents. 8.2. Contractor shall maintain in a safe place at the Project site one record copy of the Contract Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change Orders, Work Directive . Changes and Field Orders, as well as all written interpretations and clarifications issued by the Design Professional, in good order and annotated to show all changes made during construction. The annotated drawings shall be continuously updated by the Contractor throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and Field Orders, and all concealed and buried installations of piping, conduit and utility services. All buried and concealed items, both inside and outside the Project site, shall be accurately located on the annotated drawings as to depth and in relationship to not less than two (2) permanent features (e.g. interior or exterior wall faces): The annotated drawings shall be clean and all changes, corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The "As- Built" record documents, together with all approved samples and a counterpart of all approved shop drawings shall be available to the Project Manager or Design Professional for reference. Upon completion of the Work and as a condition precedent to Contractor's entitlement to final payment, these "As- Built" record documents, samples and shop drawings .shall be delivered to Project Manager by Contractor for Owner. WS- CA -H -7 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16` Force Main I 6 CZ 8.3. Contractor shall keep all records and supporting documentation which concern or relate to the Work thereunder for a minimum of five (5) years from the date of termination of this Agreement or the date the Project is completed, whichever is later. Owner, or any duly authorized agents or representatives of Owner, shall have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the five (8) year period noted above; provided, however, such activity shall be conducted only during normal business hours. 9. CONTRACT TIME AND TIME EXTENSIONS. 9.1.Contractor shall diligently pursue the completion of the Work and coordinate the.Work being done on the Project by its subcontractors and material men, as well as coordinating its Work with all work of others at the Project Site, so that its Work or the work of others shall not be delayed or impaired by any act or omission by Contractor. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, as well as coordination of all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and contractors as set forth in Paragraph 12.2. herein. 9.2. Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect, including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing within forty -eight (48) hours after the commencement of such delay, stating the cause or causes thereof, or be deemed to have waived any right which Contractor may have had to request a time extension. 9.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of the Work from any cause whatever, including those for which Owner may be responsible; in whole or in part, shall relieve Contractor of his duty to perform or give rise to any right to damages or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the right to seek an extension to the Contract Time; provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as to claims based on late completion. 10. CHANGES IN THE WORK. 10.1. Owner shall have the right at any time during the progress of the Work to increase or decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of any cost or time increases or savings it foresees as a result of the change. Except in an emergency endangering life or property, or as expressly set forth herein, no addition or changes to the Work shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for any increased compensation without such written order. No officer, employee or agent of Owner is authorized to direct any extra or changed work orally. WS- CA -H -8 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 Cz 10.2. A Change Order, in the form attached as Exhibit E to this A9eeamanOwnerl be issued the executed promptly after an agreement is reached between Contractor requested changes. Contractor shall promptly perform changes eadjusted authorized n he Change Order in the Orders. The Contract Amount and Contract Time shat manner as Owner and Contractor shall mutually agree. Owner and Contractor are unable to agree on a Change Order for requested written Work 10.3. If Own promptly perform the change as directed by Owner Contractor shall, nevertheless, p Directive Change. In that event, the Contract Amount and Contract Time shall be adjusted as directed by Owner. If Contractor disagrees with the Owner's C nldi ionsnordelsee be deemed otorhavoe must make a claim pursuant to Section 11 of these Genera waived any claim on this matter it might otherwise have had. J0.4. In the event a requested change results in an increase to the C labor and material costs and the increase shall be limited to the Contractor's reasonable direct reasonable actual equipment costs as a result of the change (including allowance for labor burden ten percent (10 %) markup for all overhead and profit. In the event such costs) p lus a maximum a Subcontractor, a maximum ten percent (10 %) markup for all change Work is performed by material costs overhead and profit for all Subcontractors' and sub-subcontractors' vepercent direct labor (5°10) markup thereon by and actual equipment costs shall be permitted, with a maxim the Contractor for all of its overhead and profit, for a total maximum markup of fifteen field percent 5%). All compensation due Contractor and any Subcontractor or sub-subcontractor and Sub-Contractor's bond office overhead is included in the markups noted above. Contract" head and profit expenses and costs associated with any change orders shall be included In the shall not be paid as a separate line item. to verify the 10.5. Owner shall have the right to conduct an audit of Contractor's b assoc d edcord any Change accuracy of the Contractor's claim with respect to Contractor's Order. 10.6. The Project Manager shall have authority to order the Work not involving an not inconsistent with adjustment to the Contract Amount or an extension to the C Field Order or by other the intent of the Contract Documents. Such changes effected by written order. Such changes shall be binding on the CLAIMS AND DISPUTES. 11.1. A Claim is a demand or assertion by one of the parties seeking adj t tment otheteeret lion of the terms of the Contract Documents, payment of money, extension lso respect to the terms of the Contract Documents. The term "Claim' are atnn lu es otpertd disputes mak ng the matters in question between Owner and Contractor arising out of Claim. WS- CA -H -9 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16° Force Main 11 .2. Claims by the Contractor shall be made in writing to the Project Mana elwi hours after the first day of the event giving rise to such Claim or else the Contractor jsha! be deem4 d to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time in. writing, or else the Contractor shall be deemed to have waived the Claim. Claims not settled by the aforesaid procedure, shall be resolved according to the Dispute Resolution Procedure in Exhibit H1. All claims shall be priced in accordance with the provisions of Subsection 10.4. bit 11.3. The Contractor shall proceed diligently with its regardless of an performance as directed by the Owner, y pending Claim, action, suit or administrative proceeding, unless otherwise agreed to by the Owner in writing. Owner shall continue to make payments in accordance with the C Documents during the pendency of any Claim. ontract 12. OTHER WORK. 12.1. Owner may perform other work related to the Project at the site by Owner's own forces, have other work performed by utility owners or let other direct contracts. If the fact that such other work is to be performed is not noted in the Contract Documents, written notice thereof Will be given to Contractor prior to starting any such other work. If Contractor believes that such performance w' involve additional expense to Contractor or require additional time, Contractor shall send written II notice of that fact to Owner and Design Professional within forty-eight the other work. If the Contractor fails to send the above required fo tit- hours of being notified e of Contractor will be deemed to have waived any rights it otherwise may have had to s u seek an extension to the Contract Time or adjustment to the Contract Amount. 12.2. Contractor shall afford each utility owner and other contractor who is a party to u contract (or Owner, if Owner is performing the additional work with Owners employees) r a direct opr and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work and shall properly connect and coordinate its Work with theirs. Contractor shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only ut or alter their work with the written consent of the Project Manager and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph_ are for the benefit of such utility owners and other Contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 12.3. If any part of Contractor's Work depends for proper execution or results upon the work of an other contractor or utility owner (or Owner), Contractor shall inspect and promptly report to Project Manager in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. Contractor's failure to report will constitute an acceptance of the other work as fit and proper for integration with Contractor's Work. WS- CA -H -10 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16' Force Main 1.6 C 2 13. INDEMNIFICATION AND INSURANCE. 13.1 IDEMN ars IFICATION. The ContractorNendor, in consideration of On this docu Hundred Dt,oll all ($100.00), the receipt and is accepted through the signing o is agents and employees from all suits and actions, hold harmless and defend Collier Coun tY including attorneys' fees and all costs of litigation and judgments ktserfiormed thereu derS This provision . out of.or incidental to the performance of this contract o p employee of the named shall also pertain to any claims brought against .the County by an y ContractorNendor, any Subcontractor, or anyone directly or indirectly imited in any way by the oagreed upon ContractorNendor's obligation under this provision shall not be contract rice as shown in this Contract or the ContractorNen ofrimone�t of, eceived on the contract co P insurance protection. The first One Hundred dollars ($100.0 price is considered as payment of this obligation by the County. This section does not pertain to any incident arising from the sole negligence of Collier County. way 13.2 th The Contractor's obligation to indemnify and defend the owner Contractor''s limit of , io any Of, of, by the agreed upon contract price as shown in this contract or the sufficient insurance protection. 13.3. Contractor shall obtain and carry, at. all times during its h performance iExxi Bunder he Agreement. Documents, insurance of the types and in the amounts set forth rther the Contractor shall at all times comply with all of the terms, conditions, requirements and Fu , obligations set forth under Exhibit B 14. COMPLIANCE WITH LAWS - 14.1. Contractor agrees to comply, at its own expense, all federal, state and local laws, codes, with a statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not limited to those dealing with taxation, worker's compensation, 553 Faori Statutes) employment Contractor (including, but not limited to, the Trench Safety Act, Chapter , observes that the Contract Documents are at variance therewith, it shall promptly notify Project Manager in writing. 15. CLEANUP AND PROTECTIONS. 15.1. Contractor agrees to keep the Project site clean at all times of debris,- rubbish and waste remo materials arising out of the Work. At the completion of the Wow, asnwell or as alll tools,v appl ances, rubbish and waste materials from and about the Project site, ment and machinery and surplus materials, and shall leave the Project site clean construction equip and ready for occupancy by Owner. WS- CA -H -11 Bid No. 04 -3680 — install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16° Force Main .6 G 2 1 15.2. Any existing surface or subsurface improvements, including, but not limited curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicapted in avements he Contract Documents to be removed or altered, shall be protected by Contractor from damage the prosecution of the Work. Any such improvements so damaged shall be restored by Contractor to the condition equal to that existing at the time of Contractor's commencement of the Work. to 16. " ASSIGNMENT. 16:1. Contractor .shall not assign this Agreement or any part writing of Owner. Any attempt to assign or otherwise transfer tthis' Agre ment,t or any part heat in , without the County's consent, shall be void. If Contractor does, with approval, assign this Agreement or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor all of the obligations and responsibilities that Contractor has assumed toward Owner. 17. PERMITS, LICENSES AND TAXES. 17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County including license fees, permit fees, impact fees or inspection fees applicable to he work throw heel, internal budget transfer(s). Contractor is not responsible for paying for permits issued b Collan County, but is responsible for acquiring all permits. Owner may require the Contract y er internal budget transfer documents to applicable Collier County agencies when the Contractor is acquiring permits. Is 17.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issue by Collier County shall be acquired and paid for by the Contractor. d 18. TERMINATION FOR DEFAULT. 18.1. Contractor shall be considered in material default of the Agreement and such default shall be considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time specified herein; or (2) fails to properly and timely Manager or as provided for in the approved Progress Schedule; hor Work as directed by the Project or neglects or refuses to remove materials or to correct or replace such Work stma be rejected s unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails toe resume as Work which has been suspended within a reasonable time after being notified to do so; or 6 becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to obey any applicable codes, laws, ordinances, rules or regulations with respect to the Work; or (10) materially breaches any other provision of the Contract ontract WS- CA -H -12 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C 2 18.2. Owner shall notify Contractor in writing of Contractor's d nfa� {t(calendaOr days followin ►greceiPt Contractor has not remedied and curth to Owner,let its i within option,vwithout releasing or waiving its rights by Contractor of said written notice, it and remedies against the Contractor's sureties and without prejudice right to other right dr re under e may be entitled to hereunder or by taw, may terminate Contractor's Agreement, in whole or in part, and take possession of all a assignment s of any Work f Contractor's 9 materials, toots, equipment, and appliances of Contractor, to whatever subcontracts and purchase orders, and complete all or any ma portion choose. Contractor's Work by means, method or agency which Owner, in its sole discretion, Y of the foregoing remedies necessary, Contractor agrees that it shall { oneys entitled to receive any further not be 18.3. if Owner d eems any payments hereunder until. after the Project is comple expended and all of the costs, losses, damages and extra indirect exnensesg(inlcludinggDes Design P administrative and other overhead and other direct and Professional and attorneys fees) or damages incurred by Owner exceed the unpaid ballanice of the be deducted from the Contract Amount, and i�omptly to Ownereon demand the full amount of such Contract Amount, Contractor agrees to pay p eats and interest thereon at the excess, including costs of collection, attorneys hf fees balance of Contract Amount exceeds a{I, maximum legal rate of interest until paid. h excess such costs, expenditures and damages incurred by the complete or be, as Work, the ccase may shall be paid to the Contractor. The amount to b d to the Contractor application, and this obligation for payment shall be, shall be approved by the Project Manager, up on a pP survive termination of the Agreement. 18.4. The liability of Contractor hereunder shall extend to and include sustained, an obligthe full assu nt of by y and alll sums paid, expenses and losses incurred, damages good faith under the belief that such payments or assumpti supplies, and other items therefor or completing the Work and providing labor, materials, equipmen , pp re-letting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and judgments pertaining to or arising out of the Work hereunder. is 18.5. If, after notice of termination of Contractor's right to proceed ds default was exis Se t i , hat pursuant to determined for any reason that Contractor was not in default, or t Owner is not entitled to the remedies against Contractor pro rde d d Contracto sunder Section 19 below. against Owner shall be the same as and limited to those afforde 19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION. 19.1. Owner shall have the right to terminate this Agreement without cause convenience, ence, (Conttrractora's days written notice to r Contractor. In the event of such lim limited to that portion of the Contract Amount earned through: the recovery against Owner shall date of termination, together with any retainage withheld and reasonable tem}ination expenses incurred, but Contractor shall not be entitled to any other or further recovery against Owner, including, but not limited to, damages or any anticipated profit on portions of the Work not performed. WS- CA -H -13 Bid No. 04 -3680 - Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR- 862)16° Force Main 19.2. Owner shall have the ri ht to su 1 C2 9 spend all or any portions of the Work upon giving Contractor not less than two (2) calendar days' prior written notice of such suspension.. If all or any portion of the Work is so suspended, Contractor's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the ,procedures set forth in the Contract Documents. In no event shall the Contractor be entitled to any additional compensation or damages. Provided, however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to terminate the Agreement with respect to that portion of the Work which is subject to the ordered suspension. 20. COMPLETION. 20.1. When the entire Work (or any portion thereof designated in writing by Owner) is ready for its intended use, Contractor shall notify Project Manager in writing that the entire Work designated portion) is substantially complete. ( or such Within a reasonable time thereafter, Owner, Contractor and Design Professional shall make an inspection of the Work (or designated portion thereof) to determine the status of completion. If Owner, after conferring with the Design Professional, does not consider the Work (or designated portion) substantially complete, Project Manager shall notify Contractor in writing giving the reasons therefor. If Owner, after conferring with the Design Professional, considers the Work (or designated portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate Of Completion (substantial or final Certificate of Completion) which shall fix the date of Substantial Completion for the entire Work (or designated portion thereof) and include a tentative punch list of items to be completed or corrected by Contractor before final payment. Owner shall hav e the exclude Contractor from the Work and Project site (or designated portion thereof) after the da et of to Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items on the tentative punch list. 20.2. Upon receipt of written certification by Contractor that the Work is completed in accordance with the Contract Documents and is ready for final inspection and acceptance and upon receipt of a final Application for Payment, Design Professional will make such inspection and, if he finds the Work acceptable and fully performed under the Contract Documents, he shall issue a final Certificate for Payment, recommending that, on the basis of his observations and promptly inspections, and the Contractor's certification that the Work has been completed in accordance with the terms and conditions of the Contract Documents, that the entire balance found to be due Contractor is due and payable. Neither the final payment nor the retainage shall become due and payable until Contractor submits: (1) The Release and Affidavit in the form attached as Exhibit C. (2) Consent of surety to final payment. WS- CA -H -14 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)/Vanderbilt Beach Road (CR- 862)16" Farce Main 16 Cz , such 3 If required by Owner, other- data establishing payment or satisfaction t Documents' to the andan receipts, releases and waivers of liens, arising out of the Con tra such form as may be designated by Owner. Owner reserves the right to inspect the Work and make m have independent determination as to the Work's acceptability, even though thleetDesign Professional nei her may have issued his .recommendations. Unless and until the Owner is comp y the final payment nor the retainage shall become due and payable. 21, WARRANTY. 21.1. Contractor shall obtain and assign to Owner all express ment ortfixt given es t be incorporated into subcontractors by any material men supplying materials, equipment the Project. Contractor warrants to Owner that any materials and equipment all fu sh shall .- under the Contract Documents shall be new unless otherwise specified, of good quality, free from all defects and in conformance with the C under Documents. eContract rials and equipment furnished th Do ume is shall be warrants to Owner that all mate with the applied, installed, connected, erected, used, cleaned and conditioned ion in accordance except as otherwise p licable manufacturers, fabricators, supp p instructions of the app provided for in the Contract Documents. If, within one (1) y ear after substantial completion, any Work is found to be defective or not in conformance with the Documents, shall also be espons bl hfolr correct it promptly after receipt of written notice from Owner. Contractor as a result and pay for replacement or repair of adjacent materials or Work which those implied amaged s to which of such replacement or repair. These warranties are in additi on o Owner is entitled as a matter of law. 21.2. No later than 30 days prior to expiration of the warranty, the wareranted work to ver fy comp{ other representative of the Owner, shall conduct an inspection o with the requirements of the Agreement. The Contractor' Representative eficiencies not din he inspection. time of inspection and shall take remedial actions to correct y Failure of the Contractor to correct the cited deficiencies shall be grounds for the County to disqualify the Contractor from future County bid opportunities. 22. TESTS AND INSPECTIONS. 22.1. Owner, Design Professional, their respective representatives, access agents all d emplo tees, and Work, governmental agencies with jurisdiction over the Project shall have whether the Work is being performed on or off of the Project for south their o access. ervContractoeshall and testing. Contractor shall provide proper, safe conditions provide Project Manager with timely notice of readiness of the Work for all required inspections, tests or approvals. 22.2. If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public authority having jurisdiction over. the Project requires any portion of the Work to be specifically inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in ui connection therewith and fumish Project Manager the re performed n a manner and yi orgarnzat ons approval. All inspections, tests or approvals shall b e p acceptable to the Project Manager. WS-CA -H -15 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR- 862) 16" Force Main 16 C2 1 22,3. If any Work that is to be inspected, tested or approved from the Project Manager, such work must, if requested by Project Manager, beeuncovere concurrence observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project Manager timely notice of Contractor's intention to cover the same and Project Manager has notated with reasonable promptness to respond to such notice. If any Work is covered contrary to written directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for Project Manager's observation and be replaced at Contractor's sole expense. 22.4. The Owner shall- charge to Contractor and may deduct from any payments due Contrat . or all- engineering and inspection expenses incurred by Owner in connection with any overtime work. Such overtime work consisting of any work during the construction period beyond the regular eight (8) hour day and for any work performed on Saturday, Sunday or holidays. 22.5. Neither observations nor other ations by the Project Manager or Design Professional -nor inspections, tests or approvals by others shall relieve Contractor from Contractors obligations to perform the Work in accordance with the Contract Documents.. 23. DEFECTIVE WORK. 23.1. Work not conforming to the requirements of the Contract Documents or any warranties made or roject assigned by Contractor to Owner shall be deemed defective Work. If required by P Manager, Contractor shall as directed, either correct all defective Work, whether or not fabricad, installed Work has been rejected by Project Manager, remove te a from the site completed, or if the defective and replace it with non - defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including, but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby, and shall hold Owner harmless for same. 23.2. If the Project Manager considers it necessary or advisable that covered Work be observed by Design Professional or inspected or tested by others, Contractor, at Project Manager's request, shall uncover, expose or otherwise make available for observation, inspection or tests as Project Manager may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect and consequential costs of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects, attorneys and other professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Amount and /or an extension to the Contract Time, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction. WS- CA -H -16 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C 2 23.3. If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers in such a way that the with suitable materials or equipment or fails to finish or perform the err may order Contractor to completed Work will conform to the Contract Documents, Project g stop the Work, or any portion thereof, until the cause not such iset or any duty eliminated the part ; of Owner, this right of Project Manager to stop the Work shall n g Project Manager to exercise this right for the benefit of Contractor or any other party. 23.4. Should the -Owner determine, at its sole opinion, it is in thedOwner's best interest to accept and consequential defective Work, the Owner may do so. Contractor shall bear all costs attributable to the - Owner's evaluation of and determinating such determination is rendered prior to final payment, a Change Or der shall be executed evidenc acceptance of such defective Work, incorporating the necessary revisions If the Owner a oat sucDh defe the and reflecting an appropriate decrease in the Contract Amount. Work after final payment, Contractor shall promptly pay Owner an appropriate amount to adequately compensate Owner for its acceptance of the defective Work. 23.5. If Contractor fails, within a reasonable time after the written n tWork as required Manager, to Project correct defective Work or to remove and replace rejected defe or if Manager, or 9 Contractor fails to perform the Work in accordance with Documents, Contract Documents, after Contractor fails to comply with any of the provisions of the Contract seven (7) days written notice to Contractor, correct and remedy any exclude Contractor from any or all necessary to complete corrective and remedial action, Owner y of the Project site, take possession of all or any part of the Work, iances, suspend constructiont equipments and related thereto, take possession of Contractors tools, app the machinery at the Project site and incorporate in the Work all are rule ride equip e. ent stored at.ha I Project site or for which Owner has paid Contractor but which allow Owner, Design Professional and their respective representatives, es, age the fights and remedies access to the Project site as may be necessary to enable Own to under this paragraph. All direct, indirect and consequential cot of OwneChange r Orde exercising be sued, and remedies shall be charged against Contract Documents, including an appropriate decrease incorporating the necessary to the Contract Amount. Such direct, indirect and consnl alnd ther�professionalsua11 court limited to, fees and charges of engineers, architects, attorneys correction, costs and all costs of repair and replacement of work °f Contract or shalt not be allowed an extension removal or replacement of Contractors defective Work. of the Contract Time because of any delay in performance of the Work attributable to the exercise by Owner of Owner's rights and remedies hereunder. 24. SUPERVISION AND SUPERINTENDENTS. or, direct and control the Work 24.1. Contractor shall plan, organize, supervise, schedule, monitor, in such skills and expertise as competently and efficiently, devoting such attention thereto and app y 9 may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall WS- CA -H -17 Bid No. 04 -3680 - Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR- 862)16° Force Main b 16 C2 + e responsible to see that the finished Work complies accurately with the Contract Documents. Contractor shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without prior written notice to Project Manager except under extraordinary circumstances. The superintendent shall be employed by the Contractor and be the Contractor's representative at the Project site and shall have authority to act on behalf of Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and replace its Pro'ec superintendent, with or without cause. ) t 24.2.- Contractor shall have a competent superintendent on the project at all" times contractor's work crews, or work crews of other parties authorized by the Project Manager a e whenever engaged in any activity whatsoever associated with the Project. Should the contractor fail to comply omply with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages described in Section 5.6, for services not rendered. 25. PROTECTION OF WORK. 25.1. Contractor shall fully protect the Work from loss or damage and shall bear the cost of any such loss or damage until final payment has been made. If Contractor or any one for whom Contractor is legally liable for is responsible for any loss or damage to the Work, or other work or materials of Owner or Owner's separate contractors, Contractor shall be charged with the same, and any mone s necessary to replace such loss or damage shall be deducted from any amounts due Contractor. Y 25.2. Contractor shall not load nor permit any part of any structure to be loaded in an manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Y 25.3. Contractor shall not disturb any benchmark established by the Owner or Design Professional with respect to the Project. If Contractor, or its subcontractors, agents or anyone for whom Contractor is legally liable, disturbs the Owner's or Design Professional's benchmarks, Contractor shall immediately notify Project Manager and Design Professional. The Owner or Design Professional shall re- establish the benchmarks and Contractor shall be liable for all costs incurred b Owner associated therewith. y 26. EMERGENCIES. 26.1. In. the event of an emergency affecting the safety or protection of persons or the Work or property at the Project site or adjacent thereto, Contractor, without special instruction or authorize from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty -eight (48) hours after the occurrence of the emergency, if Contractor believes that any significant changes in the Work or variations from WS- CA -H -18 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)/Vanderbilt Beach Road (CR- 862) 16° Force Main 16 Ga the Contract Documents have been caused thereby. If the Project Manager determines that a of the action taken in response to an change in the Contract Documents is required because ent the consequences of the chang s or emergency, a Change Order shall be issued to document variations. if Contractor. fails to provide the forty-eight ( 48 ) hour written notice noted above, the Contractor shall be deemed to have waived any right it r Time may have had to seek' an adjustment to the Contract Amount or an extension to the Co Home 27. USE OF PREMISES. 27.1. Contract or shall maintain all construction equipment, the storage of materials and-permitted equip the and the operations of workers to the Projec areas permitteda by l, righ s' of way, permits and Contract Documents- and other lands and. uction easements, and shall not unreasonably encumber the Project responsibility for any ordamageto'any su h other material or equipment., Contractor shall assume full p Ons land or area, or to.the owner or occupant thereof, or any land or areas contiguous thereto, resulting from the performance of the Work. 28. SAFETY. 28.1. Contractor shall be responsible for initiating, maintaining and supervising all safety oec adios and programs in connection with shall take all ncessary precautins damage,enjury or loss to: safety of, and shall provide the necessary p rotection to prevent 28.1.1. All employees on or about the project site and other persons and /or organizations who may be affected thereby; 28.1.2. All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site; and 28.1.3. Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements, roadways, structures, utilities and any underground structures or improvements not designated for removal, relocation or replacement in the Contract Documents. 28.2. Contractor shall comply with all applicable codes, laws, ordinances, rules and regulations of or to protect them from any public body having jurisdiction shallthe e ectsafety and maint in persons all nece sary safeguards for such safety damage, injury or loss. Contractor and of underground structures and protection. Contractor shall notify owners of adjacent property and improvements and utility owners when prosecution of the o Work replacement affect their pop rtY! cooperate with them in the protection, removal, relocation ep I c Contractor's duties and responsibilities for the safety and protection by Ovine has occurred continue until such time as the Work is completed and final acceptance of same WS- CA -H -19 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 28.3. Contractor shall designate a responsible representative at the Project site whose duty shall be the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 29. PROJECT MEETINGS. Prior to the commencement of Work, the Contractor shall attend a pre-construction_ conference with the Project Manager, Design Professional and others as appropriate Schedule, procedures . for handling shop drawings and other submittals, d'and f rh processing Applications for Payment, and to establish a ,working understanding among the `parties_ as to the Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened by the Project. Manager with respect to the Project, when directed to do so by Project Manager. Contractor shall have its subcontractors and suppliers attend all such meetings (includin the pre - construction conference) as may be directed by the Project Manager. g 30. VENDOR PERFORMANCE EVALUATION Collier County has implemented a Vendor Performance Evaluation System for all contracts award in excess of $25,000. To this end, vendors will be evaluated on their ed completion /termination of agreement. performance upon 31. MAINTENANCE OF TRAFFIC POLICY For all projects that are conducted within a Collier County Right -of -Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the Florida Department of Transportations Design Standards (DS), where applicable on state roadways. These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807. Copies are available through Risk Management and /or Purchasing Departments. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements. Strict adherence to the requirements of the MOT policy will be enforced under this Contract. 32. DIRECT PURCHASE 32.1 The County reserves the right to require Contractor to assign some or all of its agreements with material suppliers directly to the County. Any such goods and /or materials purchased by the County pursuant to such an assignment of a material supply agreement shall be referred to as "County Furnished Materials" and the responsibilities of both the County and the Contractor relating to said materials shall be governed by the terms and conditions of this Agreement which shall take precedence over other conditions and terms of this Agreement where inconsistencies or conflicts exist. WS- CA -H -20 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)/Vanderbilt Beach Road (CR -862) 16" Force Main 16 C2 Additionally, the County; at it's sole option; may choose to�p a e purchase some the all of the lowing reformation materials from other suppliers. In either instance the County y require from the Contractor: A. Required quantities of material. aterials required for job including -brand and /or B. Specifications relating to goods and /or m model number or type if applicable C. Pricing and availability of goods and/or materials provided under Contractor's agreements with material suppliers. 32.2 Purchasing Upon receipt of a proper requisition (including appropriate backup material(s), the Purchasing shall Department shall issue a Purchase Order for the material required. order shalt be Order to the contain the County's certificate of exemption number. The Purchase Project Manager for completion of the ordering process. e Uthe Purchase Order shall aeso included in for the quote provided by the vendor to the Project Manager, reimbursement of the cost to the supplier for: A. Shipping and handling B. Insurance costs C. Performance Bond 32.3 General Terms and Conditions A. Contractor shall be required to maintain records of all County - fumished materials that it incorporates into the project from the stock of County - furnished materials in its possession. Such records shall be furnished monthly to the Project Manager or their designee and shall include information on materials that have 1. Been delivered into the Contractor's possession and /or 2. been incorporated into the project. B. Notwithstanding the transfer of County-furnished. a n legal nand'equitable title County to andtall Contractor's possession, the County shalt r County - furnished materials. C. The transfer of possession of County- furnished materials from the County tCthe Contractor Te shall constitute a bailment for the mutual benefit of the County and th County shall be considered the bailor, and the Contractor the bailee fo the County - furnished materials. County - furnished materials shall be considered returned to the County for purposes of their bailment at such time as they are incorporated into the Project. ss or D. The County shall purchase and maintain insurance sufficienagainst a loost of damage to County - fumished materials. Such insurance shall cove the any County - fumished materials not yet incorporated into the Project during the period between the time the County first takes title to any such materials and the time when the last of said materials are incorporated into the project. WS- CA -H -21 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" f=orce Main E. The County shall in no way be liable for any interruption or delay in the project, for any defects or other problems with the project, or for any additional costs _resulting from any delay in the delivery of, or defects in, County- furnished materials, except in the event of the County's gross negligence or willful misconduct. F. Nothing herein contained shall create or be construed as creating a partnership between the County and the Contractor or to constitute the Contractor as an agent of the County. WS- CA -H -22 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)/Vanderbilt Beach Road (CR -862) 16° Force Main 16 C2 EXHIBIT I SUPPLEMENTAL TERMS AND CONDITIONS 1. The Notice to Proceed will be issued only after the following documentation has been submitted to Owner: a. Complete contractual documents, including payment and- performance bonds. and insurance certificate; b. Progress schedule, which shall utilize the Critical Path method of scheduling; c. Submittal schedule; ion of the d. Draw (funding) Schedule, which shall consist fo the ent rte durationtof the p oject; of the work to be completed and materials stored e. Safety Program /Risk Management Program; f. Quality Assurance /Quality Control Program; and g. Security Plan 2. The CPM Schedule and Draw Schedule shall be updated, monthly and submitted with each for Contractor Application for Payment. If both items are not submitted with Application Payment, that payment will be withheld until both items are received and accepted by the Owner and Engineer. WS- CA -1 -1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)/NanderbiltBeach Road (CR -862) 16" Force Main EXHIBIT J TECHNICAL SPECIFICATIONS 16 C2 WS- CA -J -1 Bid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main 16 C2 COLLIER COUNTY WATER -SEWER DISTRICT UTILITIES STANDARDS MANUAL SECTION 2 TECHNICAL SPECIFICATIONS Table of Contents DIVISION 1 - GENERAL REQUIREMENTS SECTION Demolition 01010 Summary of Work 02151 Measurement and Payment (Applies only to Collier County Public Utilities Projects or Works, 02222 Private Developments and not Collier County Transportation Projects) 01045 Connections to Existing Systems 01051 Lines and Grades 01090 References 01400 Quality Control Construction Facilities and Temporary Controls 01500 01510 Pre- Construction Audio -Video Recording 01570 Traffic Regulation and Public Safety 01600 Material and Equipment 01710 Cleaning Operation and Maintenance Manuals 01730 DIVISION 2 - SITEWORK SECTION 2 TABLE OF CONTENTS COLLIER COUNTY Page 1 of 2 TECHNICAL SPECIFICATIONS 02050 Demolition 02110 Site Clearing 02151 Shoring, Sheeting and Bracing 02222 Excavation — Earth and Rock 02223 Backf illing 02226 Jacking, Augering and Mining 02230 Roadway Crossings by Open Cut NPDES Requirements for Construction Activities Impacting 02275 More Than One Acre Temporary Erosion and Sedimentation Control for Construction Activities Impacting Less Than One Acre, Including Construction 02276 Requiring Dewatering 02300 Horizontal Directional Drilling 02400 Restoration by Sodding or Seeding 02523 Sidewalks, Driveways and Curbs 02530 Groundwater Control for Open Cut Excavation 02575 Pavement Repair and Restoration SECTION 2 TABLE OF CONTENTS COLLIER COUNTY Page 1 of 2 TECHNICAL SPECIFICATIONS 16 C 2 1' Q4. DIVISION 2 - SITEWORK (Continued) SECTION Sewer Manholes Concrete Coatings 02607 High Density Polyethylene (HDPE) Pipe and Fittings 026 Polyvinyl Chloride (PVC) Pipe and Fittings 026220 0 Ductile Iron Pipe (DIP) and Fittings 02622 Hydrants 02630 Laying and Jointing Buried Pipelines 02645 Disinfection 02650 Leakage Tests 02675 Irrigation Pond Liner 02676 Chain Link Fencing and Gate 02700 Miscellaneous Work and Cleanup 02830 02999 DIVISION 3 - CONCRETE Concrete Formwork Concrete Reinforcement 03100 Concrete, Masonry Mortar and Grout 03200 Precast Concrete Structures 03310 03410 DIVISION 5 — METALS Metal Castings 05540 DIVISION 13 - SPECIAL CONSTRUCTION Pumping Stations Televising and Inspection of Gravity Sewer Systems 13510 13511 DIVISION 15 - MECHANICAL Water Valves and Appurtenances Wastewater Valves and A 15100 ppurtenances 15110 COLLIER COUNTY SECTION 2 TECHNICAL SPECIFICATIONS TABLE OF CONTENTS Page 2 of 2 1 16 C2 SECTION 01010 SUMMARY OF WORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Description of Work B. CONTRACTOR's Use of Site C. Work Sequence D. COUNTY Occupancy 1.2 DESCRIPTION OF WORK A. General: The Work to be done under this Contract is shown on the drawings and specified in Contract Documents. B. The Work includes: 1. Furnishing of all labor, material, superintendence, plant, power, light, heat, fuel, water, tools, appliances, equipment, supplies, services and other means of construction necessary or proper for performing and completing the Work. 2. Sole responsibility for adequacy of plant and equipment. 3. Maintaining the Work area and site in a clean and acceptable manner. 4. Maintaining existing facilities in service at all times. 5. Protection of finished and unfinished Work. 6. Repair and restoration of Work or existing facilities damaged during construction. 7. Furnishing as necessary proper equipment and machinery, of a sufficient capacity, to facilitate the Work and to handle all emergencies normally encountered in Work of this character. Section 01010 SUMMARY OF WORK COLLIER COUNTY Page 1 of 4 TECHNICAL SPECIFICATIONS 16 C 2 8. Furnishing, installing, and protecting all necessary bearing plates, anchor and attachment bolts and a o other track rails, ppurtenances needed for the installation of the devices included in the equipment specified. Make anchor bolts of appropriate size, strength and material for the purpose intended. Furnish substantial templates and shop drawings for installation. C. Implied and Normally Required Work: It is the intent of these Specifications to provide the COUNTY with complete operable systems, subsystems and other items of Work. Any part or item of Work, which is reasonably implied or normally required to make each installation satisfactorily and completely operable, is deemed to be included in the Work and the Contract Amount. All miscellaneous appurtenances and other items of Work incidental to meeting the intent of these Specifications are included in the Work and the Contract Amount even though these appurtenances may not be specifically called for in these Specifications. D. Quality of Work: Regard the apparent silence of the Contract Documents as to any detail, or the apparent omission from them of a detailed description concerning any Work to be done and materials to be furnished as meaning that only the best general practice is to prevail and that only materials and workmanship of the best quality are to be used. Interpretation of these specifications will be made upon this basis. 1.3 CONTRACTOR'S USE OF SITE A. In addition to the requirements of the Supplemental Terms and Conditions, limit use of site and premises for work and storage to allow for the following: 1. Coordination of the Work under this CONTRACT with the work of the other contractors where Work under this CONTRACT encroaches on the Work of other contractors. 2. COUNTY occupancy and access to operate existing facilities. 3. Coordination of site use with ENGINEER. 4• Responsibility for protection and safekeeping of products under this CONTRACT. 5. Providing additional off site storage at no additional cost to the COUNTY as needed. 1.4 WORK SEQUENCE A. Construct Work in stages to accommodate the COUNTY's use of premises during construction period and in accordance with the limitations on the sequence of construction specified. Coordinate construction schedules and operations with ENGINEER. COLLIER COUNTY Section 01010 TECHNICAL SPECIFICATIONS SUMMARY OF WORK Page 2 of 4 16 � B. Coordinate Work of all subcontractors. 1.5 COUNTY OCCUPANCY o A. The COUNTY will occupy premises during entire period of co s r ctioin rd nr t l maintain normal operations. Cooperate with the COU representative construction operations to minimize conflict, and to facilitate COUNTY usage. B. Conduct operations with the least inconvenience to the general public. 1.6 PROTECTION OF EXISTING UTILITIES ct A. In case of damage to existing utilities caused COUNTY construction departm ent vities, aor the owner of the utility or appropriate. Wastewater) immediately.. Repair any dh damage by t'he1eowner of the construction activities m coordination utility. PART 2 PRODUCTS Not Used PART 3 EXECUTION A. Starting Work: Start Work within 10 df as may following required to prevent delay to Proceed and execute with such progress other contractors or to the general completion of the project. Execute Work at such items and in or on such parts Work ein the with such byrthe Contract! and equipment, as to complete the At all times, schedule and direct specified Work so that it for completion. ides an orderly progression to completion within the p 1 END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01010 SUMMARY OF WORK Page 3 of 4 16 C 2 NO TEXT FOR THIS PAGE COLLIER COUNTY Section 01010 TECHNICAL SPECIFICATIONS SUMMARY OF WORK Page 4 of 4 16 C2 SECTION 01026 MEASUREMENT AND PAYMENT A lies only to Collier County Public Utilities Projects or Work Private Developments Pp and not Collier County Transportation Projects) PART 1 GENERAL 1.1 SECTION INCLUDES A. Explanation and Definitions B. Measurement C. Payment D. Schedule of Values 1.2 EXPLANATION AND DEFINITIONS A. The following explanation of the Measureent and he Payment for of trefeBid Sche Bid items is made for information and guidance. any item in this description shall not, however, alter the intent of the Bid Schedule or relieve the CONTRACTOR of then of gsuch a h Contract. Measurement and pay ne t fo all Contract Items shall made be n Supplemental Terms and accordance with this section or as modified by the Conditions. 1.3 MEASUREMENT re given to A. The quantities set forth in the Bid Schedule of approximate COUNI-Yaeserves the establish a uniform basis for the comparison right to increase or decrease the quanitty�of the any class of poContract. a work during the progress of construction in accord 1.4 PAYMENT A. Make payment for the items listed on the Bid Schedule on the basis of the work actually performed and completed, such work including but not limited to, the furnishing of all necessary labor, materials, equipment, transportation, clean up, restoration of disturbed areas, and all other appurtenances to complete the construction and installation of the work as shown on the drawings and described in the specifications. Section 01026 MEASUREMENT AND PAYMENT COLLIER COUNTY Page 1 of 8 TECHNICAL SPECIFICATIONS 16 C2 B. Unit prices are used as a means of computing the final figures for bid and Contract Purposes, for periodic payments for work performed, for determining value of additions or deletions and wherever else reasonable. 1.5 SCHEDULE OF VALUES A. Approval of Schedule: Submit for approval a preliminary schedule of values, in duplicate, for all of the Work. Prepare preliminary schedule in accordance with the Supplemental Terms and Conditions. Submit preliminary schedule of values within 10 calendar days after the Effective Date of the Agreement. Submit final schedule of values in accordance with the Supplemental Terms and Conditions. B. Format: Utilize a format similar to the Table of Contents of the Project Specifications. Identify each line item with number and title of the major specification items. Identify site mobilization, bonds and insurance. Include within each line item, a direct proportional amount of CONTRACTOR's overhead profit. C. Revisions: With each Application for Payment, revise schedule to list approved Change Orders. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 MEASUREMENT AND PAYMENT A. Make payment on the basis of work actually performed completing each item in the Bid, such work including, but not limited to, the furnishing of all necessary labor, materials, equipment, transportation, cleanup, and all other appurtenances to complete the construction and installation of the work to the configuration and extent as shown on the drawings and described in the specifications. Payment for each item includes compensation for cleanup and restorations. Cost of cleanup and surface restorations (including pavement replacement) will be considered as the percentage retained in accordance with the Contract Documents, and complete payment will not be made until cleanup, restorations and as- builts are completed. 1. Mobilization: payment for mobilization will be made for at the Contract lump sum price. COLLIER COUNTY Section 01026 TECHNICAL SPECIFICATIONS MEASUREMENT AND PAYMENT Page 2 of 8 16 C2 2. Performance and Payment Bond Premiums and Insurance: 3. Furnish and Install Utility Pipelnd s• Payment for madei at'the Contract (lung utility pipelines (various sizes a types) will be price per lineal foot for the pipe in place. This item includes clearing and disposal of trees and bushes, all necessary fittings, pipe coatings linings, connections to existing mains, labor, equipment and materials for the furnishing and laying of the pipe, signs, maintenance of traffic, dewatering, compaction, pipe bedding, backfiliing, sheeting, restrained joint piping, detectable tape, clamps, harnessing, plugs and caps, adapters, excavation of all material encountered, including rock, backfill, replacement of grass, sod, clearing and grubbing, landscaping, pavement, driveways, sidewalks, mailboxes, culverts, storm sewers, and other surface materials not specifically designated in the Bid, coordination With eS t clean-up, ntra d disinfection tubs and valves for future connections to existing pip and sterilization, temporary facilities for testing and tests. Measure pipe to the nearest foot along the centerline including the lengths of manholes, valves and fittings. Measure lineal footage horizontally. Measure cuts frorri proposed grade to the invert elevation of the pipe. Pipe installed within casing pipe is included in this item. 4. Furnish ana -- Payment for furnishing and installing standard precast concrete sanitary manholes will be made at the unit price per manhole acceptably installed. This item includes all excavation, backfiiling, compacted gravel or crushed stone bedding, sheeting, shoring, dewatering, concrete work and reinforcing, protection of adjacent facilities, manhole frames .and covers, coatings and linings, manhole joints, bottom channels and sanitary sewer connections. Conform all manholes to the Collier County Standard Details. This item does not include outside drop manholes or standard precast shallow manholes. Measure cuts from proposed grade to the invert elevation of the sewer. and 5. Furnish and Install Outside Drop Manholes: Payment he ufot furnishing per drop installing outside drop manholes will be made at t price backfidrop manhole acceptably installed. This item includes all excavation, compacted gravel or crushed stone bedding, sheeting. shoring, dewatering, concrete work and reinforcing, drop pipes and pipe connections, plugs for future. connections, protection of adjacent facilities, manhole frames and covers, coatings and linings, manhole, joints, bottom channels and sanitary sewer connections. the Plans. oM Manhole detail shown on the cuts from proposed grade to the.invert elevation of the sewer. 6. Furnish and Install Valves and Boxes: Payment for furnishing and installing valves will be made. at the appropriate Contract unit price per valve acceptably installed. This item includes the valve, valve box, vault or COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01026 MEASUREMENT AND PAYMENT Page 3 of 8 1F, C2 housing, concrete work, operators, incidentals, and all necessary labor, materials and equipment for installation, including valve stem, valve box extensions and adjustments. This item also includes the installation of base material below the valve in accordance with the detail shown in the Plans. 7. Furnish and Install Air Release Valves: Payment for furnishing and installing air release valves will be made at the appropriate Contract unit price per air release valve acceptably installed. This item includes the valve, valve box, concrete work, operators, stems, incidentals, and all necessary labor, materials and equipment for installation including valve box extensions and adjustments. This item also includes the installation of base material below the valve in accordance with the detail shown in the Plans. $. Furnish and install Fire Hydrant Assemblies: Payment for the furnishing and installing of fire hydrant assemblies will be made at the Contract unit price for each fire hydrant assembly acceptably installed. This item includes the tee installed on the utility main, all necessary fittings, joint restraint from the valve to the tee, necessary piping from the tee to the hydrant location with the installation of barrel section to meet finished grade, control gate valve, valve box and any concrete work. Be responsible to set the hydrant to grade in accordance with the detail shown on the Plans. 9. Furnish and Install Permanent Blow -offs: Payment for furnishing and installing permanent blow -offs will be made at the appropriate price per blow -off acceptably installed. This item includes the reinforced concrete thrust collar, piping, making pipe connections, valves, meter box, tie rods and all other work for a complete installation. Conform all permanent blow -offs to the Collier County Standard Details. 10. Furnish and install Temporary Blow -offs: Tgnpinq Sleeve V and aive: Payment for furnishing and installing temporary blow -offs will be made at the appropriate Contract unit price per blow -off acceptably installed. This item includes the reinforced concrete thrust collar, piping, making pipe connections, valves, meter box, tie rods and all other work for a complete installation. Conform all temporary blow -offs to the detail shown on the Plans. 11. Furnish and Install Tapping Sleeves and Valves: Payment for furnishing and installing tapping sleeves and valves will be made at the appropriate Contract unit price per tapping sleeve and valve acceptably installed. This item includes all piping, making pipe connections, tapping sleeve, valve and valve box, restrained joints, and all other work for a compete installation. 12. Furnish and Install Bacteriolo ical Sample Points: Payment for furnishing and installing bacteriological sample points will be made at the appropriate Contract unit price per bacteriological sample point. This item includes valve, tubing, fittings, enclosure, all concrete, removal of temporary sample COLLIER COUNTY Section 01026 TECHNICAL SPECIFICATIONS MEASUREMENT AND PAYMENT Page 4 of 8 16 C2 point, and incidentals necessary for a complete installation as shown on the drawings and as specified herein. 13. Furnish and lnstall Pump Station: Payment for the u nishing and installing the pump station will be made for at the Contra ct p price pump station acceptably installed. This item includes pumps, wet well structure, valve vault structure, fence, stainless steel hardware, aluminum wet well cover, aluminum valve vault cover, coatings, valves, pipe, fittings, water service, panel, electrical. hardware, electrical connection, electrical controls, telemetry, driveway, culvert ; and all necessary materials and labor to complete the pump station in accordance with the project plans. Also included is the cost to connect electrical power the the u station p station. Schedule with Florida. Power and Light top pump service. 14. Furnish and Install Sanita Sewer Services: Payment for furnishing and installing sanitary sewer services will be made at the appropriate Contract unit price per linear foot for P.V.C. and ductile iron pipe sewer service acceptably installed. This item includes all labor, equipment and materials for furnishing and installing all necessary pipe, fittings, connections, solids sleeves and adapters, protection of existing utilities and facilities, excavation, pipe bedding, sheeting, shoring, dewatering, compaction, cleahouts, service markers, plugs, removal and replacement of gr aSlboxes, shrubs, pavement, driveways, culverts and storm sewers, sidewalks and other surface �ap k for a complete nlstallationated in the Bid, cleanup, testing, and all other 15. Furnish and Install Water Services: Payment hi ung and ns Ming water services will be made at the appropriate polyethylene short side and long side service acceptably installed. This item includes all labor, equipment and materials for furnishing and installing all necessary pipe, fittings, connections, casing pipes, meter stops, meter box, tapping sleeves, protection of existing utilities and facilities, excavation, pipe bedding, dewatering, compaction, removal and replacement of grass, oses, shrubs, pavement, driveways, culverts and storm sewers, sidewalks and other surface materials not specifically designated in the Bid, cleanup, testing and all other work for a complete installation. 16. Remove and Replace Driveway: Payment for removing and per square yard driveway will be made at the appropriate Contract Unit of concrete or asphalt driveway shown on the Plans to be removed and replaced for water main construction. Replace-driveways to match existing elevations and materials of construction. Include surface restoration required for driveway removal and replacement in this item. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01026 MEASUREMENT AND PAYMENT Page 5 of 8 16 C21 17. Remove and Re lace Street Pavement Surface and Base: Payment for removing and replacing street pavement surface and base will be made at the appropriate Contract unit price per square yard for pavement surface and base installed in the work. Replace all pavement surface and base in accordance with the Collier County Standard Details and details shown on the Plans. 18. Furnish and Install Pipeline Interconnection: Payment for furnishing and installing the pipeline interconnection will be made at the Contract lump sum price for the interconnection acceptably installed. This item includes all labor, equipment and materials to install all necessary connections tapping rY Pipe, fittings, ppin sleeve and valve with valve box, field measurements, protection of existing facilities, excavation, pipe bedding, dewatering, compaction, surface restoration, testing, cleanup and all other work for a complete installation. 19. Furnish and Install Unreinforced Concrete: Payment for furnishing and installing unreinforced concrete will be made at the Contract unit price per cubic yard for all unreinforced concrete installed as ordered in writing by the ENGINEER. Conform all unreinforced concrete to the technical specifications. All unreinforced concrete installed in the work not shown on the Plans and not ordered by the ENGINEER in writing will not be measured for payment. 20. Furnish and Install Additional Fittin s: Payment for furnishing and installing additional fittings will be made at the Contract unit price per ton for additional fittings installed in the work as ordered in writing by the ENGINEER. All fittings installed in the work not shown on the plans and not ordered by the ENGINEER in writing will not be measured for payment. 21. Rock Excavation: Payment for Rock Excavation will be made at the Contract unit price for the actual volume of rock excavated as defined in the Technical Specifications, measured in place within the limits outlined below, or as ordered by the Engineer. The limits for rock excavation for pipes in open cut will be a horizontal plane 6 inches below the lower outside surface of the pipe barrel and the surface of the rock and vertical planes passing 2 feet outside the horizontal diameter of the pipe barrel. Notify the Engineer in writing a sufficient time in advance of the beginning of any rock excavation, so that sufficient elevations and measurements may be obtained. No payment will be made for any rock material excavated or removed before these measurements hA�e been taken. 22. Additional Earth Excavation: Payment for Additional Earth Excavation will be made at the Contract unit price for the total volume of excavation, as ordered in writing by the Engineer, beyond and outside the established lines and grades which would have controlled and been maintained had not the COLLIER COUNTY Section 01026 TECHNICAL SPECIFICATIONS MEASUREMENT AND PAYMENT Page 6 of 8 16 C2 additional excavation been ordered. Additional a rthpi bedding excavation f os placement of selected fill material other included under this item. from 23. Additional Fill Material: Payment for Additional Fill bMaterial, made at the Contract sources other than excavations in this Contract, will unit price for the actual compacted volume of fill material placed within the payment limits shown on the Plans or established by the Engineer. Order all Additional Fill Material in writing by the Engineer. This item includes disposal of surplus excavated material. Fill material used to fill voids resulting from unauthorized excavation, or where required for dewatering, will not be measured for payment even though the Engineer orders their use. Fill material used for pipe bedding is not included under this item. 24. Jack and Bore Crossing: Payment for furnishing and installing jack and bore crossings wi!! be made at the Contract unit price per linear foot of steel casing installed including all labor, material, equipment and incidentals necessary to install one linear foot of steel casing, regardless for steel depth of cover in accordance with these specifications. Inc price material, including spacers and identification tape, clearing and grubbing, removal of pavement, driveways, sidewalks, trenching, rock excavation, disposal of non - usable excavated material, bedding, laying, backfilling, grassing, sodding, replacement of pavement, driveways, and sidewalks, cleanup and all appurtenances. Measurement for payment will be made horizontally along the centerline of installed casing. 25. Conflict Crossings_: Payment for furnishing and installing a complete conflict crossing will be made at the Contract unit price per conflict crossing including pipe, fittings, joint restraints, concrete work, and incidentals necessary for a complete installation as shown on the Drawings and as specified herein. 26. Utility Locates: Payment for locating utilities will be made at uh merit tand ract unit price for locating utilities including labor, material, eq p incidentals necessary to determine the horizontal and vertical location of an existing utility undergroundllocating�ebackfllPrg ,e pavement include potholing, soft dig, excavation , cleanup, sodding, and all appurtenances. 27. Irrigations Sleeves: Payment for furnishing and installing various sizes of conduit will be made at the contract unit price for irrigation sleeves for all labor, material, and equipment necessary to install complete one linear foot of conduit. Price is to also inctude locator discs, trenching, directional boring under existing pavement, cleanup and all appurtenances. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01026 MEASUREMENT AND PAYMENT Page 7of8 28. Maintenance of Traffic: Payment for maintenance with the COUNTY Maintenance of Traffic Policy Contract lump sum price. END OF SECTION 16 C2 of traffic in accordance will be made for at the COLLIER COUNTY Section 09026 TECHNICAL SPECIFICATIONS MEASUREMENT AND PAYMENT Page 8 of 8 16 C2 SECTION 01045 CONNECTIONS TO EXISTING SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. General Requirements B. Submittals C. Scheduling of Shutdown 1.2 RELATED SECTIONS A. Section 01010 - Summary of Work B. Section 01500 - Construction Facilities and Temporary Controls C. Section 01570 — Traffic Regulations and Public Safety D. Section 02575 - Pavement Repair and Restoration 1.3 GENERAL REQUIREMENTS A. Be responsible for all connection existin g red to fitting and work to�ng, including attendant excavation and bac ,equ 1. Make its several parts fit together properly. 2. Uncover portions of the work to provide for installation of ill -timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. B. Coordination: Before connection is performed, verify and provide for any pipe restraint that may be required for the new connection. Perform all cutting, fitting or patching of the Work that may Document to Perform restorationd accordance with the Contract w th competent workmen skilled in the trade. C. If changes to a "looped" water distribution system occurring during construction result in dead ends to any new or relocated water mains, connect such dead ends to the nearest_ water main. In cases where no nearby water main is available, provide a flushing device in coordination with the COUNTY at no additional cost to the COUNTY. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01045 CONNECTIONS TO EXISTING SYSTEMS Page 1 of 6 C2. D. improperly Timed Work: Perform all cuttin and improperly timed work, to remove samples of installedma e'rialsrfor testing, andttol provide for alteration of existing facilities or for the installation of new Work in the existing construction. E. Limitations: Except when the cutting or removal of existing construction is specified or indicated, do not undertake any cutting or demolition, which may affect the structural stability of the Work or existing facilities without the ENGiNEER's concurrence. F. Collier Countv Damage Prevention Policy: This policy has been put in place to avoid damage to Collier County underground utilities. A minimum distance of five feet both vertical and horizontal must be maintained away from Collier County-•u-ttlities. Any and all variations from this order must be approved by the Water or Wastewater Department. All lines in conflict must be physically located by the contractor and verified by Collier County Locate Department personnel before performing work. Utilities under concrete or pavement may require soft dig vacuum locates which also is the contractor's responsibility to perform. All utilities will be field marked per Sunshine State One Call's statutes and guidelines. For line verification or any other information concerning locates, please call the Locate Department at 239/591-0882 during normal business hours. For line verification or emergency locates after hours, call emergency numeric pager at 239/890 -0809. Failure to comply with this policy and obtain required signature may result in delay or denial of permit. 1.4 SUBMITTALS A. Submit a written request to the ENGINEER well in advance of executing any cutting or alteration which affects: 1. Work of the COUNTY or any separate contractor. 2. Structural value or integrity of any element of the project or work. 3. integrity or effectiveness of weather - exposed or moisture - resistant elements or systems. 4. Efficiency, operational life, maintenance or safety of operational elements. 5. Visual qualities of sight- exposed elements. B. Include in request: 1. Identification of the work. 2. Description of affected work. 3. The necessity for cutting, alteration or excavation. 4. Effect on work of the COUNTY or any separate contract, or on structural or weatherproof integrity of work. 5. Description of proposed work: a. Scope of cutting, patching, alteration, or excavation. b. Trades who will execute the work. COLLIER COUNTY CONNECTIONS TO EXISTING SYSTEMS C TECHNICAL SPECIFICATIONS Page 2 of 6 16 C2 1 C. Products proposed to be used. d. Extent of refinishing to be done. 6. Alternatives to cutting and patching. 7.. Cost proposal, when applicable. 8. Written permission of any separate contractor whose work will be affected. C. SUBMIT WRITTEN NOTICE ILOL THE E UNCOVERED DESIGNATING THE DATE AND THE TIME THE WORK 1.5 SCHEDULING OF SHUTDOWN A. Connections to Existing Facilities: If any connenecessary, tion, replacement, schedule such work at requiring the shutdown of an existing facility is times when the impact on the COUNTY's normal operation is minimal. If shutdown involves the water distribution or transmission system, provide notice to the COUNTY Water Department at least two (2) weeks prior to the proposed shutdown, including date, time and anticipated length of interruption of service. Overtime, night and weekend work without additional compensation from the COUNTY, may be required to make these connections, especially if the connections are made at times other than those specified. The connection of new or existing pipelines is prohibited from starting until CONTRACTOR assures - that the system can receive the new flow. B. Interruptions of Service: Perform cut -ins into lines at a time approved in writing by 'I the COUNTY. Whenever it is required to turn off valves which may interrupt the water supply of residents or businesses, notify all concerned parties or agencies with personal contact, door hangers or written notice at least forty -eight (48) hours in advance of such cut -off, after having obtained the approval of the COUNTY. Provide a copy of the written notice to the Water Distribution Section by fax. ONLY COUNTY PERSONNEL MAY OPERATE COUNTY -OWNED VALVES. Maintain water service to existing connections during construction, under any and all conditions and at no additional tinscost with the a concentrated hsoutionyofclean calcum swab all pipe and fittings for hypochlorite. C. Request for Water System Shutdowns: When plans call for connection to existing water distribution facilities or the CONTRACTOR plans to shut down existing utilities or where damage to such facilities is likely in order to complete construction of items under this contract, furnish the COUNTY with a written request for connection. The COUNTY Water Distribution Section will identify the locations of all water valves needed to isolate the point of connection in the event that the existing facilities are damaged while making the connection. Identify in the request means which the CONTRACTOR proposes to use in order to provide effective shutdown of the system. Include in a connection and shutdown schedule details of shutdown time and duration. No connections, or construction where shutdown of or damage to connection utilities may occur, plan and shall schedulence prior to COUNTY approval of the connection Section 01045 CONNECTIONS TO EXISTING P 9e 3 E COLLIER COUNTY of 6 TECHNICAL SPECIFICATIONS 16 C2 D. Request for Wastewater Diversion: Submit a request for each diversion necessary during construction to the COUNTY and the ENGINEER sufficiently in advance of any required diversion. Identify in the request the valves, bypass Piping, portable pumper trucks or any other means which the CONTRACTOR proposes to use in order to provide effective shutdown of the system. Include in a connection and shutdown schedule details of shutdown time and duration. Begin no connections, or construction where shutdown of or damage to existing utilities may occur, prior to COUNTY approval of the connection and shutdown plan and schedule. PART 2 PRODUCTS 2.1 MATERIALS A. Comply with specifications and standards for each specific product involved. PART 3 EXECUTION 3.1 INSPECTION A. Inspect existing conditions of projects, including elements subject to damage or to movement during cutting and patching. B. After uncovering work, inspect conditions affecting installation of products, or performance of the work. C. Report unsatisfactory or questionable conditions to the ENGINEER in writing; do not proceed with work until the ENGINEER has provided further instructions. 3.2 PREPARATION A. In cases where service to utility customers is interrupted, provide adequate equipment with backup onsite to assure prompt restoration of service. B. Provide adequate temporary support as necessary to assure structural value or integrity or affected portion of work. C. Provide devices and methods to protect other portions of project from damage. D. Provide protection from elements for that portion of the project that may _ be exposed by cutting and patching work, and maintain excavations free from water. E. Material Removal: Cut and remove all materials to the extent shown or as required to complete the Work. Remove materials in a careful manner with no COLLIER COUNTY Section CONNECTIONS TO EXISTINGSYSTEMS TECHNICAL SPECIFICATIONS Page 4 of 6 3.3 16 C2 damage to adjacent facilities. Remove materials that are not salvageable from the site. PERFORMANCE A. Execute cutting and demolition by methods that will installation prevent repa sage to other work, and will provide proper surfaces to receive m s B. Execute excavating and backfilling by methods which will prevent settlement or damage to other work. C. Employ original installer or moisture perform cuttin and patching for: 1 . Weather- exposed o 2. Sight - exposed finished surfaces. D. E. F. G. 3.4 A. B. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances, and finishes. Restore work, which has been cut or removed; install new products to provide completed work in accord with requirements of contract documents. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: I . For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish entire unit. PAVEMENT RESTORATION Restore all pavement or roadway surfaces in accordance with Section 02575 — Pavement Repair and Restoration. Restore, replace or rebuild existing street paving, including underdrains, if any are encountered, where damaged, using the same type of construction as was in the original. Be responsible for restoring all such work,- including subgrade, base courses, curb and gutter or other appurtenances where present. The COUNTY will obtain the permits listed in the Contract Documents. Obtain and pay for at CONTRACTOR's expense any additional local or other governmental permits as may be required for the opening of streets and be satisfied as to an requirements manner of set other than those herein ationdof surfaces bye Cre sonpofgjurisdiction of such carrying on the res governmental bodies. C. This section does not describe the construction of new road surfaces or the complete resurfacing of existing pavements. Section 01045 CONNECTIONS TO EXISTING SYSTEMS COLLIER COUNTY Page 5 of 6 TECHNICAL SPECIFICATIONS 1.6 C2 D. In all cases, the CONTRACTOR will be required to maintain, without additional compensation, all permanent replacement of street paving, done by him under this Contract for a period of 12 months after the acceptance of the Contract, including the removal and replacement of such work wherever surface depressions or underlying cavities result from settlement of trench backfill. E. Perform all the final resurfacing or repaving of streets or roads, over the excavations made and be responsible for relaying paving surfaces of roads that have failed or been damaged at any time before the termination of the maintenance period on account of work done by him. Resurface or repave over any tunnel jacking, or boring excavation that settles or breaks the surface, repave to the satisfaction of the COUNTY and at the CONTRACTOR's expense. Conform backfilling of trenches and the preparation of subgrades to the requirements of excavation and backfilling of pipeline trenches. F. Where pipeline construction crosses paved streets, driveways or sidewalks, the CONTRACTOR may elect, at no additional cost to the COUNTY, top ace the pipe by the jacking and boring, horizontal direction drilling, or tunneling method in lieu of cutting and patching of the paved surfaces. Such work shall be accomplished in accordance with all applicable sections of the Contract Documents. END OF SECTION COLLIER COUNTY Section CONNECTIONS TO EXISTINGSYSTEMS TECHNICAL SPECIFICATIONS Page 6 of 6 SECTION 01051 LINES AND GRADES PART 1 GENERAL 1.1 SECTION INCLUDES A. General B. Surveys C. Datum Plane D. Protection of Survey Data 1.2 GENERAL A. Construct all work in accordance with the lines alignment grades and Braden on the n Drawings. Assume full responsibility for keeping 1.3 SURVEYS OUNTY will provide reference points for the work as A. Reference Points: The C described in the General Conditions. Base horizontal and vertical control points will be designated by the ENGINEER datum for the Work. Perform all additional survey, layout, and measurement work 1. Keep ENGINEER informed, sufficiently in advance, of the times and places at which work is to be performed so that base horizontal and vertical control points may be established and any checking deemed necessary by ENGINEER may be done, with minimum inconvenience to the ENGINEER and at no delay to CONTRACTOR. it is the intention not to impede the Work for the establishment of control points and the checking of lines and grades set by the CONTRACTOR. However, when necessary, suspend working operations for such reasonable time as the ENGINEER may require for this purpose. Costs associated with such suspension are deemed to be included in the Contract Price, and no time extension or additional costs will be allowed. 2. Provide an experienced survey crew including an instrument operator, competent assistants, and any instruments, tools, stakes, and other layout, and measurement of work materials required to complete the survey, performed by the CONTRACTOR. Section 01051 LINES AND GRADES COLLIER COUNTY Page 1 of 2 TECHNICAL SPECIFICATIONS 1.4 1.5 DATUM PLANE 16 C2 4 A. All elevations indicated or specified refer to the North American Datum 1983/1990 (NAD83 /90 datum), of the United States Coast and Geodetic Survey and are expressed in feet and decimal parts thereof, or in feet and inches. PROTECTION OF SURVEY DATA A. General: Safeguard all points, stakes, grade marks, known property corners, monuments, and benchmarks made or established for the Work. Reestablish them if disturbed, and bear the entire expense of checking reestablished marks and rectifying work improperly installed. B. Records: Keep neat and legible notes of measurements and calculations made in connection with the layout of the Work. Furnish copies of such data to the ENGINEER for use in checking the CONTRACTOR'S layout. Data considered of value to the COUNTY will be transmitted to the COUNTY by the ENGINEER with other records on completion of the Work. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION COLLIER COUNTY Section 01051 TECHNICAL SPECIFICATIONS LINES AND GRADES Page 2 of 2 1 SECTION 01090 REFERENCES PART 1 GENERAL 1.1 SECTION INCLUDES 16 C� A. Reference Abbreviations B. Abbreviations C. Reference Standards D. Definitions 1.2 RELATED SECTIONS A. Information provided. in this section is used where applicable in individual Specification Sections, Divisions 2 through 16. 1.3 REFERENCE ABBREVIATIONS A. Reference to a technical society, trade association or standards setting organization, may be made in the Specifications by abbreviations in accordance with the following list: AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers Association AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ADC Air Diffusion Council AFBMA Anti- friction Bearing Manufacturers Association AGA American Gas Association . AGMA American Gear Manufacturers Association AHA Association of Home Appliance Manufacturers AISC American Institute n nd Steel Institute AISI America AMCA Air Movement and Control Association, Inc. ANSI American National Standards Institute APA American Plywood Association ARI American Refrigeration Institute ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01090 REFERENCES Page 1 of 8 16 C2 ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWPA American Wood Preservers Association AWS American Welding Society AWWA American Water Works Association BHMA Builders' Hardware Manufacturers Association BIA Brick Institute of American CABO Council of American Building Officials CAGI Compressed Air and Gas Institute CISPI Cast Iron Soil Pipe Institute CMAA Crane Manufacturers Association of America CRD U.S. Corps of Engineers Specifications CRSI Concrete Reinforcing Steel Institute CTI Cooling Tower Institute DHI Door and Hardware Institute DOH Department of Health DOT Department of Transportation Fed. Spec. Federal Specifications FGMA Flat Glass Marketing Association FM Factory Mutual HMI Hoist Manufacturing Institute HPMA See HPVA HPVA Hardwood Plywood Veneer Association ICEA insulated Cable Engineers Association IEEE Institute of Electrical and Electronics Engineers IFI Industrial Fasteners Institute MIL Military Specifications MSS Manufacturer's Standardization Society NAAMM National Association of Architectural Metal Manufacturers NACM National Association of Chain Manufacturers NBS National Bureau of Standards, See NIST NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturers Association NETA National Electrical Testing Association NFPA National Fire Protection Association NFPA National Forest Products Association NFPA National Fluid Power Association NIST National Institute of Standards and Technology NLMA National Lumber Manufacturers Association NSF National Sanitation Foundation OSHA Occupational Safety and Health Act PCI Prestressed Concrete Institute PDI Plumbing and Drainage Institute SAE Society of Automotive Engineers SCPRF Structural Clay Products Research Foundation COLLIER COUNTY Section 01090 TECHNICAL SPECIFICATIONS REFERENCES Page 2 of 8 �J 1.4 16 C2 SMACNA Sheet Metal and Air Conditioning Contractors' National Association SPI Society of the Plastics Industry SSPC Steel Structures. Painting Council STI Steel Tank Institute TCA Tile Council of American TIMA Thermal Insulation Manufacturers' Association UL Underwriters' Laboratories, Inc. USBR U. S. Bureau of Reclamation USBS U. S. Bureau of Standards, See NIST ABBREVIATIONS A. Abbreviations which may be used in individual Specification Sections Divisions 1 through 16 are as follows: alternating current ............................. ac American wire gauge .................... AWG ampere(s) ........... ............................amp CBOD ampere - hour(s) ............................ .... AH annual ........................ .......... . ann Ampere Interrupting cm Capacity AIC atmosphere(s) ..................••..•..... ...... average............. ............................... c av- biochemical oxygen demand.......... BOD Board Foot .............. FBM ...................... brake horsepower ............................ bhp Brinell Hardness .............................•. Btu British thermal unit(s) ...................... (s) cal calorie .......................................... carbonaceous biochemical f to f oxygen demand ........................ CBOD Celsius (centigrade) ........................... C Center to Center ......................... C to C centimeter( s) .... ............................... cm chemical oxygen demand ..............COD dissolved solids coefficient, valve flow ........................ C„ condensate return .............................CR ••• fc cubic.................. ............................... cu cubic centimeter( s) ............................. cc cubic feet per day .............................. cfd cubic feet per hour ............................ cfh cubic feet per minute ........................ cfm cubic feet per minute, standard conditions ....................... scfm COLLIER COUNTY TECHNICAL SPECIFICATIONS cubic feet per second ........................ cfs cubic foot (feet) cu ft .............. cubic inches) ................ ................. cu in cubic yard(s) ............... cu yd decibels..... :.................. *... "..............•. dB decibels (A scale) ........................... f to f degree(s) ......................................... deg dewpoint temperature ....................... dpt diameter ...................................... ... dia direct current ............................. * *, *..... d c dissolved oxygen .............................. DO dissolved solids ....... _DS dry-bulb temperature ........................ dbt efficiency ........................................... eff elevation ............................................. el entering water temperature ..............ewt entering air temperature ................... eat equivalent direct radiation ................. edr facearea fa ............. ............................... face to face ...... ............................... f to f Fahrenheit........... ............................... F feet per day ..................... ................. fpd feet per hour ..... ............................... fph .................. feet per minute .............. fpm feet per second ....... ....................:......fps foot ( feet) ............ ............................... ft foot - candle ............ ••• fc foot -pound ........ ............................... ft-lb foot - pounds per minute ..............ft -lb /min Section 01090 REFERENCES Page 3 of 8 foot - pounds per second ............ ft-lb/sec formazin turbidity unit(s) .................. FTU frequency......................................... freq fueloil ............................ fuel oil supply ................................. FOS fuel oil return ... ............................... FOR gallon(s) ............................................ gal gallons per day .. ............................... gpd gallons per day per cubic foot ....................... ........ gpd /cu ft gallons per day per square foot............ ............. gpd /sq ft gallons per hour............ gP gallons per minute .............. gallons per second ................. gas chromatography and mass spectrometry ................... GC -MS gauge........................... grain( s) ................... .............................gr gram(s) .......................... grams per cubic centimeter.......... gm /cc Heat Transfer Coefficient .................... U height................................................ hgt Hertz ........................... Hz horsepower ................... ............. ..... hp .. horsepower - hour ........................ ....hp -hr hour(s) ........... ............................... ..... hr humidity, relative. ...... . rh ........ ...... hydrogen ion concentration ............... pH inch(es) ............... _..* in inches'per second ............................. ips inside diameter ................................... ID Jackson turbidity unit(s) .................. JTU kelvin ................. kiloamperes ............... kilogram(s) .................... k9 ................... kilometer(s) ....................................... km ............... kilovar (kilovolt- amperes reactive) ......... ............................... kvar kilovolt(s) ............. ............................... kV kilovolt - ampere(s) ........................... kVA kilowatt (s) ........................................... kW ........ kilowatt - hour(s) ........... ...kWh COLLIER COUNTY TECHNICAL SPECIFICATIONS 16 C24 linear foot (feet) ................. ....lin ft liter(s) .................................................. L megavolt- ampere(s) ....................... MVA meters.. ............................... . m micrograms per liter , ...................... ug /L miles per hour.................... ....... mph milliampere(s) .................................. mA milligram(s).. ........................... mg milligrams per liter ........................ mg/L milliliter(s) ........................................ mL millimeter(s)............ ............ ............ mm million gallons ... ............................... MG million gallons per day ................... mgd millisecond(s) ................ millivolt(s) ........................................ mV .............. minute(s) ............... ...... ......... ..... min .. mixed liquor suspended solids.......................................... MLSS nephelometric turbidity unit............................................... NTU net positive suction head ............. NPSH noise criteria ........................................ noise reduction coefficient ..............NRC number.............................................. no ounce(s) ....... ............................... .oz outsideair ........... ............................... oa outside diameter........... ........... OD parts per billion .................... parts per million ............................. ppm percent............. ............................... pct phase (electrical) ........ pound(s) ............................................. lb pounds per cubic foot ....................... pcf pounds per cubic foot per hour ...................................... pcf /hr pounds per day ........................... lbs /day pounds per day per cubic foot .......................... Ibs /day /cu ft pounds per day per square foot ....................... Ibs /day /sq ft pounds per square foot ..................:.: psf pounds per square foot perhour ...................................... psf /hr pounds per square inch .................... psi Section 01090 REFERENCES Page 4 of 8 ��t pounds per square inch temperature difference ..................... absolute......... ............................... psia pounds per square inch temperature leaving .......................... . gauge .... ig p PF power factor ...... .....................�..�,. p thousand circular mils ................... kcmil pressure drop or dp difference .......... ............................... TLV pressure, dynamic tons (velocity) ........... ............................... vp pressure, vapor ............................vap pr quart(s) ...................... ....................... qt Rankine............... ............................... R rh relative humidity . ............................... TOD. resistance ........................................ res ........... ............................... return air ............................................. ra revolution(s) ...... ............................... rev revolutions per minute ......................rpm viscosity........... .......................... revolutions per second ..................... rps root mean squared .......................... rms safety factor ...... sf s) ..................... second ................... sec shading coefficient ........................... SC sludge density index ....................... SDI Sound Transmission W Coefficient ..... ............................... STC specific gravity ........... sp gr specific volume .......................... Sp Vol sp ht at constant pressure ................ Cp square............ ............................... .. sq square centimeter(s) .................... sq cm square foot ( feet ) ........................... sq ft square inch (es) ............................. sq in square meter (s) .........................•• sq m s ................. square and() . ............. q Y sq yd standard..... ............................... ....... std static pressure .. ............................... st pr i� supplyair .......... ............................... sa suspended solids .............................. SS temperature .................................. P temperature difference ..................... TD temperature entering ........................ TE temperature leaving .......................... TL thousand Btu per hour ................... Mbh thousand circular mils ................... kcmil thousand cubic feet.. *** .... ** .... ' ...... Mcf threshold limit value .................... TLV tons of refrigeration ....................... tons torque............................................ TRQ total dissolved solids ..................... TDS total dynamic head ........................ TDH total kjeldahl nitrogen .................. TKN total oxygen demand .................... TOD. total pressure ..... ............................... TP ....... ............................... total solids ........................................ TS total suspended solids ................... TSS total volatile solids ............ TVS vacuum viscosity........... .......................... . .... visc volatile organic chemical ............... VOC volatile solids ........ .............................VS volatile suspended solids ............... VSS volt(s) .................. ............................... V volts- ampere(s) . ............................... VA volume.............................................. vol watt(s) ................ ............................... W watthour(s) ....... ............................... Wh watt -hour demand ...................... WHD watt-hour demand meter ............WHDM week(s) . ............................... wk weight................. ............................... wt wet - bulb .......... ............................... WB wet bulb temperature .................... W BT yard(s) ......................yd years) .................. .............................. yr vac 5 REFERENCE PUBLICATIONS "The following publications are incorporated into this Manual and are made a part of this Manual as is set out verbatim in this Manual. Violations of any provision of every such publication, as up -dated from time -to -time by Resolution(s) of the Board of County Section 01090 REFERENCES COLLIER COUNTY Page 5 of 8 TECHNICAL SPECIFICATIONS Commissioners, shall be a violation of Procedures Ordinance, as then amended. 16 CZ the Collier County Utility Standards and A. Water Environment Federation, Manual of Practice No. 8, Wastewater Treatment Plant Design, W.E.F., 601 Wythe Street, Alexandria, VA, 22314 -1994. B. Water Environment Federation, Manual of Practice No. 9, Design and Construction of Sanitary and Storm Sewers, W.E.F., 601 Wythe Street, Alexandria, VA, 22314 -1994. C. Great Lakes /Upper Mississippi River Board of State Sanitary Engineers. Recommended Standards for Sewage Works, Health Education Service, Inc., P.O. Box 7283, Albany, New York, 12224. D. Great Lakes /Upper Mississippi River Board of State Sanitary Engineers. Recommended Standards for Water Works, Health Education Service, Inc., P.O. Box 7283, Albany, New York, 12224. E. Rules of the Florida Department of Environmental Protection for Water, Wastewater, and Reclaimed Water Systems, latest revisions of F.A.C. Chapters 62 -550, 62 -555, 62 -600, 62 -604, 62 -610, 64E -6, and 64E -8, 3900 Commonwealth Boulevard M.S. 49, Tallahassee, Florida, 32399. F. American Water Works Association, Inc., 6666 West Quincy Avenue, Denver, Colorado, 80235. G. American Water Works Association, Inc., Water Treatment Plant Design. AWWA, 6666 West Quincy Avenue, Denver, Colorado, 80235. H. Ductile Iron Pipe Research Association, Handbook, Ductile Iron Pipe /Cast Iron Pipe. Ductile Iron Pipe Research Association, 245 Riverchase Parkway East, Birmingham, Alabama, 35244. I. Uni -Bell Plastic Pipe Association, Handbook of PVC Pipe, Uni -Bell Plastic Pipe Association, 2655 Villa Creek Drive, Suite 164, Dallas, Texas, 75234. J. American National Standards Institute, latest revisions of applicable standards, 1819 L Street NW, Suite 600, Washington, D.C., 20036. K. American. Society for Testing and Materials, latest revisions of applicable standards, ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, Pennsylvania, 19428 -2959. L. National Water Research Institute,' Treatment Technologies for Removal of MTBE. NWRI, 10500 Ellis Ave., P.O. Box 20865, Fountain Valley, CA, 92728. COLLIER COUNTY Section 01090 TECHNICAL SPECIFICATIONS REFERENCES Page 6 of 8 16 C2 M. National Water Research Institute, Valuing . Ground . Water: Economic Concepts /Approaches. NWRI, 10500 Ellis Ave., P.O. Box 20865, Fountain Valley, CA, 92728.7.3.14. N. U.S. Environmental- Protection Agency, Design Criteria for Mechanical, Electric, and Fluid System and Component Reliability, Supplement to the Federal Guidelines for Design, Operation, and Maintenance of Wastewater Treatment Facilities, Technical Bulletin EPA - 430 -99 -74 -001, U.S. EPA, Office of Water Program Operations. O. Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, Maps & Publications Sales, Mail Station 12, 605 Suwannee Street, Tallahassee, Florida 32399 -0450. P. Plastics Pipe Institute, Handbook of Polyethylene Pipe, 1825 Connecticut Ave., NW, Suite 680, Washington, DC 20009. Q. National Fire Protection Association, ns of NFPA 24 —. Standard for the Batterymarch Installation of Private Fire Servic e Mai Park, Quincy, MA 02169. R. Collier County Water -Sewer District Utilities Standards Manual. 1.6 REFERENCE STANDARDS A. Latest Edition: Construe references to furnishing organization, materials r testing, y, to mean the to the standards of a particular technical society, latest standard, code, or specification of that body, adopted and published as of the date of bidding this Contract. Standards referred to herein are made a part of these Specifications to the extent that is indicated or intended. B. Precedence: The duties and responsibilities of the COUNTY, arCONTRACTOR inth or set ENGINEER, or any of their consultants, agents oremployees rovision of any Contract Documents, and are not changed or altered by any p referenced standard specifications, manuals or code, whether such standard manual or code is or is not specifically incorporated by reference in the Contract Documents. Any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority, to undertake responsibility contrary to the powers of the ENGINEER as set forth in the Documents cannot be agents or employeesgned to the ENGINEER or any of the ENGi EER's 1.7 DEFINITIONS A. In these Contract Documents the words furnish, install and provide are defined as follows: COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01090 REFERENCES Page 7 of 8 C2 1.6 1. Furnish (Materials): to supply and deliver to the project ready for installation and in operable condition. 2. Install (services or labor): to place in final position, complete, anchored, connected in operable condition. 3. Provide: to furnish and install complete. Includes the supply of specified services. When neither furnish, install or provide is stated, provided is implied. 4. COUNTY: Collier County Board of Commissioners, County Government Center, 3301 East Tamiami Trail, Naples, Florida 34112, or authorized staff or representatives. 5. ENGINEER: The terms Design Professional, Design Engineer, and Engineer are interchangeably used throughout the Contract Documents- PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION COLLIER COUNTY Section 01090 TECHNICAL SPECIFICATIONS REFERENCES Page 8 of 8 .Pr _1 1 16 C2 SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittals B. Inspection Services C. Inspection of Materials D. Quality Control E. Costs of Inspection F. Acceptance Tests G. Failure to Comply with Contract 1.2 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Division 1 and the individual material sections. B. Certificate Submittals: Furnish the ENGINEER authoritative evidence in the form of Certificates of Manufacture that the materials and equipment to be used in the Work have been manufactured and tested in conformity with the Contract Documents. Include copies of the results made directly tests and the producteoriconl analyses, where necessary, th at have been similar products of the manufacturer. 1.3 INSPECTION SERVICES A. COUNTY's Access: At all times during the progress of th Work and the safe, of final completion, afford the COUNTY and ENGINEER every reasonable, and proper facility for inspecting the Work at the site. The observation and inspection of any work will not relieve the CONTRACTOR of any obligations to perform proper and satisfactory work as specified. Replace work rejected due to faulty design, inferior, or defective materials, poor workmanship, improper installation, excessive wear, or nonconformity with the requirements of the Contract Documents, with satisfactory work at no additional cost to the COUNTY. Replace as directed, finished or unfinished work found not to be in strict COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01400 QUALITY CONTROL Page 1 of 8 16 �Z accordance with the Contract, even though such work may have been previously approved and payment made therefor. B. Rejection: The COUNTY and the COUNTY's Authorized Representatives have the right to reject materials and workmanship which are defective or require correction. Promptly remove rejected work and materials from the site. C. Inferior Work Discoveries: Failure-or neglect on the part of the COUNTY or the COUNTY's Authorized Representatives to condemn or reject bad or inferior work or materials does not imply an acceptance of such work or materials. Neither is it to be construed as barring the COUNTY or the COUNTY's Authorized Representatives at any subsequent time from recovering damages or a sum of money needed to build anew all portions of the Work in which inferior work or improper materials were used. D. Removal for Examination: Should it be considered necessary or advisable by the COUNTY or the COUNTY's Authorized Representatives, at any time before final acceptance of the Work, to make examinations of portions of the Work already completed, by removing or tearing out such portions, promptly furnish all necessary facilities, labor, and material, to make such an examination. If such Work is found to be defective in any respect, defray all expenses of such examination and of satisfactory reconstruction. If, however, such work is found to meet the requirements of the Contract, the cost of examination and restoration of the Work will be considered a change in the Work to be paid for in accordance with applicable provisions of the Contract. E. Operation Responsibility. Assume full responsibility for the proper operation of equipment during tests and instruction periods. Make no claim, other than provided in the Contract Documents, for damage that may occur to equipment prior to the time when the COUNTY accepts the Work. F. Rejection Prior to Warranty Expiration: If at anytime prior to the expiration of any applicable warranties or guarantees, defective equipment is rejected by the COUNTY, repay to the COUNTY all sums of money received for the rejected equipment on progress certificates or otherwise on account of the Contract lump sum prices, and upon the receipt of the sum of money, COUNTY will execute and deliver a bill of sale of all its rights, title, and interest in and to the rejected equipment. Do not remove the equipment from the premises of the COUNTY until the COUNTY obtains from other sources, equipment to take the place of that rejected. The COUNTY hereby agrees to obtain other equipment within a reasonable time and the CONTRACTOR agrees that the COUNTY may use the equipment furnished by the CONTRACTOR without rental or other charge until the other new equipment is obtained. 1.4 INSPECTION OF MATERIALS A. Premanufacture Notification: Give notice in writing to the ENGINEER sufficiently in advance of the commencement of manufacture or preparation of materials COLLIER COUNTY Section 01400 TECHNICAL SPECIFICATIONS QUALITY CONTROL Page 2 of 8 16 C2 especially manufactured or prepared for use in or as part of the permanent construction. When required, notice to include a request for inspection, the date of commencement, and the expected date of completion of. the manufacture or preparation of materials. Upon receipt of such notice, ENGINEER will arrange to have a representative present at such times during the manufacture or testing as may be necessary to inspect the materials, or will notify CONTRACTOR that the inspection will be made at a point other than the point of manufacture or testing, or that the' inspection will be waived. Comply with these provisions before shipping any materials. Such inspection will not constitute a release from the responsibility for furnishing materials meeting the requirements of the Contract Documents. B. Testing Standards: Conduct tests of electrical and mechanical equipment and appliances in accordance with recognized, applicable test codes. 1.5 QUALITY CONTROL A. Testing 1. Field and Laboratory a. Provide personnel to assist the ENGINEER in performing the following periodic observation and associated services. (1) Soils: Observe and test excavations, placement and compaction of soils. Determine suitability of excavated material. Observe subgrade soils and foundations. (2) Concrete: Observe forms and reinforcement; observe concrete placement; witness air entrainment tests, facilitate concrete cylinder preparation and assist with other tests performed by ENGINEER. (3) Masonry: Sample and test mortar, and bricks, blocks grout; inspect inspect brick and block same placement of reinforcement and grouting. (4) Structural Steel: structural eel welds; welders are test hi inspect all high ensile bolted connections. b. When specified in Divisions 2 through 16 of the Contract Documents, provide an independent laboratory testing facility to perform required testing. Qualify Prior toaubse, submit tot a having satisfactory wo ENGINEER for approval. c. Cooperate with the ENGINEER and laboratory testing representatives. Provide at least 24 hours notice prior to when specified testing is COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01400 QUALITY CONTROL Page 3 of 8 I 6 C2+ required. Provide labor and materials, and necessary facilities at the site as required by the ENGINEER and the testing laboratory. d. When an independent electrical testing agency is specified in the Contract Documents, provide a member of the National Electrical Testing Association to perform inspections and tests. 2. Equipment: Coordinate and demonstrate test procedures as specified in the Contract Documents and as required during the formal tests. 3. Pipeline and Other Testing: Conform to test procedures and requirements specified in the appropriate Specification Section. 4. Testing of Gravity Sanitary Sewer Lines a. Watertight Construction: It is imperative that all sewers and force mains, manholes, and service connections be built watertight and that the CONTRACTOR adhere rigidly to the specifications for material and workmanship. Since all of the water and sewage in the lines will be treated at the treatment plant, special care and attention must be given to securing watertight construction. After completion, the sewers or sections thereof will be tested and gauged. If infiltration or exfiltration is above the limits specified, the sewer construction work will be rejected. b. Cleaning: Exercise care during construction of the manhole to see that materials do not enter the sewer line. Keep the invert and shelf of the manhole clean of all mortar, broken brick, sand, or any other materials falling into the manhole. Immediately remove such material. Maintain this condition until final acceptance of the work. Prior to testing of gravity sanitary sewer lines, clean the lines using appropriate tools. C. Gravity Sewers - Visual Inspections: On completion of each block or section of sewer, or at such other times as the COUNTY may direct, the block or section of sewer is to be cleaned, tested and inspected. Each section of the sewer is to show, on examination from either end, a full circle of light between manholes. Each manhole, or other appurtenance to the system, shall be of the specified size and form, be watertight, neatly and substantially constructed, with the rim set permanently to design position and grade. All repairs shown necessary by the inspection are to be made; broken or cracked pipe replaced, all deposits removed and the sewers left true to line and grade, entirely clean and ready for use. d. Infiltration Limits: Provide the equipment necessary-to check the lines for infiltration or exfiltration as directed by the COUNTY, before they COLLIER COUNTY Section 01400 TECHNICAL SPECIFICATIONS QUALITY CONTROL Page 4 of 8 16 C2 are put in service. Infiltration in excess of fifty (50) gallons per day- inch-mile of sewer will result in having the CONTRACTOR go over the lines, ascertain where the leakage exists, and repair the lines to the extent necessary to bring the infiltration down within acceptable limits. Observable inflow is not permitted. e. Exfiltration Limits: The length of sewer subject to an exfiltration test shall be the distance between two (2) adjacent manholes. Close the inlets of the upstream and downstream manholes with watertight plugs and the test section filled with water until the elevation of the water in the upstream manhole is two (2) feet above the crown of the pipe in the line being tested, or two (2) feet above the existing groundwater in the trench, whichever is higher. A standpipe may be used instead of the upstream manhole for providing the pressure head when approved by the COUNTY. Measure exfiltration by determining the amount of water required to maintain the initial water elevation for one (1) hour period from the start of the test. The maximum allowable leakage, including manholes, shall be 50 gallon per inch for diameter per mile of pipe per day. f. Air Testing: Air testing shall be required measurements ,pi on of the COUNTY, conditions are such that infiltra t inconclusive. Conduct the test in the presence of the COUNTY and conform to the following requirements: (a) Test pressure shall be 3.5 psi increased by the groundwater pressure above the top of the sewer. (b) Pressure loss from shall not exceed 0.5 psi during the required testing time. (c) Testing time in minutes shall be calculated as 0.625 x nominal pipe size (inches). B. Reports 1, Certified Test Reports: Where transcripts or certified test reports are required by the Contract Documents, meet the following requirements: a. Before delivery of materials or equipment submit and obtain approval of the ENGINEER for all required transcripts, certified test reports, certified copies of the reports of all tests required in referenced specifications or specified in the Contract Documents. Perform all testing in an approved independent laboratory or the manufacturer's laboratory. Submit for approval reports of shop equipment tests within thirty days of testing. Transcripts or test reports are to be accompanied by a notarized certificate in the form of a letter from the COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01400 QUALITY CONTROL Page 5 of 8 1h C2` manufacturer or supplier certifying that tested material or equipment meets the specified requirements and the same type, uali manufacture and make as specified. The certificate shall be signed by an officer of the manufacturer or the manufacturer's plant manager. 2. Certificate of Compliance: At the option of the ENGINEER, submit for approval a notarized Certificate of Compliance. The Certificates may be in the form of a letter stating the following: a. Manufacturer has performed all required tests b. Materials to be supplied meet all test requirements C. Tests were performed not more than one year prior to submittal of the certificate d. Materials and equipment subjected to the tests are of the same quality, manufacture and make as those specified e. identification of the materials 1.6 COSTS OF INSPECTION A. COUNTY's Obligation: Initial inspection and testing of materials furnished under this Contract will be performed by the COUNTY or his authorized Representatives or inspection bureaus without cost to the CONTRACTOR, unless otherwise expressly specified. If subsequent testing is necessary due to failure of the initial tests or because of rejection for noncompliance, reimburse the COUNTY for expenditures incurred in making such tests. B. CONTRACTOR's Obligation: include in the Contract Price, the cost of all shop and field tests of equipment and other tests specifically called for in the Contract Documents, except those tests described above under "COUNTY's Obligation ". The COUNTY may perform tests on any material or equipment furnished under this Contract at any time during the Contract. If tests performed by the COUNTY result in failure or rejection for noncompliance, reimburse the COUNTY for expenditures incurred in making such tests. Tests performed by the COUNTY shall prevail in determining compliance with Contract requirements. C. Reimbursements to the COUNTY: 1. Materials and equipment submitted by the CONTRACTOR as the equivalent to those specifically named in the Contract may be tested by the COUNTY for compliance. Reimburse the COUNTY for expenditures incurred in making such tests on materials and equipment that are rejected for noncompliance. COLLIER COUNTY Section 01400 TECHNICAL SPECIFICATIONS QUALITY CONTROL Page 6 of 8 16 C2 2. Reimburse the COUNTY for all costs associated with Witness Tests that exceed 5 Calendar Days per kind of equipment. 1.7 ACCEPTANCE TESTS and A. Preliminary Field Tests: As soon as conditions tests of permit, all equipment p ovided materials and .services to perform preliminary f under this Contract. if the preliminary field tests disclose that any equipment famished and installed under this Contract Documents, make a chang es, adjustments and prior to the acceptance tests. ject B. Final Field Tests: Upon completion of the Work and prior Contpa tmo spebf ed all equipment, piping and appliances installed under this acceptance tests to demonstrate compliance with the Contract Documents. 1. Furnish all labor, fuel, energy, water and other materials, equipment, instruments and services necessary for all acceptance tests. 2. Conduct field tests in the presence of the ENGINEER. Perform the field tests to demonstrate that under all conditions of operation each equipment item: a. Has not been damaged by transportation or installation b. Has been properly installed C. Has been properly lubricated d. Has no electrical or mechanical defects e. Is in proper alignment f. Has been properly connected g. is free of overheating of any parts h. Is free of all objectionable vibration i. Is free of overloading of any parts j. Operates as intended 3. Operate work or portions of work for a minimum of 100 hours or 14 days continuous service, whichever comes first. For those items equipment that would normally operate on wastewater or sludge, plant effluent may be used if available when authorized by ENGINEER. If water cannot properly exercise equipment, conduct 100 -hour test after plant startup. Conduct test on those systems that require ad produced proper load. weather (heating or cooling) exercise only when weathe r will produce C. Failure of Tests: if the acceptance tests reveal defects in material or equipment, or if the material or equipment in any way fails to comply with the requirements of the Contract Documents, then promptly correct such deficiencies. Failure or refusal to correct the deficiencies, or if the improved materials or equipment, when tested again, fail to meet the guarantees or specified requirements, the COUNTY, Section 01400 QUALITY CONTROL COLLIER COUNTY Page 7 of 8 TECHNICAL SPECIFICATIONS Partial payment for w Y ipment, may �s notwithstanding its work and materiaJ6 equ reject said materials or equipment and may order the CONTRACTOR to remove the defective work from the site at no addition to the Contract Price, and replace it with material or equipment which meets the Contract Documents. 1.8 FAILURE TO COMPLY WITH CONTRACT A. Unacceptable Materials: If it is ascertained by testing or inspection that the material or equipment does not comply with the Contract, do not deliver said material or equipment, or if delivered remove it promptly from the site or from the Work and replace it with acceptable material without additional cost to the COUNTY. Fulfill all obligations under the terms and conditions of the Contract even though the COUNTY or the COUNTY's Authorized Representatives fail to ascertain noncompliance or notify the CONTRACTOR of noncompliance. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION COLLIER COUNTY Section 01400 TECHNICAL SPECIFICATIONS QUALITY CONTROL Page 8 of 8 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 GENERAL 1.1 SECTION INCLUDES A. General Requirements B. Related Sections C. Temporary Utilities D. Temporary Construction E. Barricades and Enclosures F. Fences G. Security H. Temporary Controls I. Traffic Regulation J. Field Offices and Sheds 1.2 RELATED SECTIONS A. Section 01010 - Summary of Work B. Section 01045 — Connection to Existing Systems C. Section 01570 — Traffic Regulations and Public Safety D. Section 02530 — Groundwater Control for Open Cut Excavation E. Section 02575 - Pavement Repair and Restoration F. Section 02650 — Laying and Jointing Buried Pipelines COLLIER COUNTY TECHNICAL SPECIFICATIONS 16 Section 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Page 1 of 8 1.3 GENERAL REQUIREMENTS c 3,6 A. Plant and Facilities: Furnish, install, maintain and remove all false work, scaffolding, ladders, hoistways, braces, pumping plants, shields, trestles, roadways, sheeting, centering forms, barricades, drains, flumes, and the like, any of which may be needed in the construction of any part of the Work and not herein described or specified in detail. Accept responsibility e b lity for the safety and efficiency of such works and for any damage that may result from their failure or from their improper construction, maintenance or operation. B. First Aid: Maintain a readily accessible, completely equipped first aid kit at each location where work is in progress. C. Safety Responsibility: Accept sole responsibility for safety and security at the site. indemnify and hold harmless the COUNTY and the COUNTY's Authorized Representatives, including the ENGINEER, for any safety violation, or noncompliance with governing bodies and their regulations, and for accidents, deaths, injuries, or damage at the site during occupancy or partial occupancy of the site by CONTRACTOR's forces while performing any part of the Work. D. Hazard Communication: Furnish two copies of the CONTRACTOR's Hazard Communication Program required under OSHA regulations before beginning on site activities. Furnish two copies of amendments to Hazard Communications Program as they are prepared. 1.4 TEMPORARY UTILITIES A. Water: Provide all necessary and required water without additional cost, unless otherwise specified. if necessary, provide and lay water lines to the place of use; secure all necessary permits; pay for all taps to water mains and hydrants and for all water used at the established rates. B. Light and Power: Provide without additional cost to the COUNTY temporary lighting and power facilities required for the proper construction and inspection of the Work. If, in the ENGiNEER's opinion, these facilities are inadequate, do NOT proceed with any portion of the Work affected thereby. Maintain temporary lighting and power until the Work is accepted. C. Heat: Provide temporary heat, whenever required, for work being performed during cold weather to prevent freezing of concrete, water pipes, and other damage to the Work or existing facilities. D. Sanitary Facilities: Provide sufficient sanitary facilities for construction personnel. Prohibit and prevent nuisances on the site of the Work or on adjoining property. Discharge any employee who violates this rule. Abide by all environmental regulations or laws applicable to the Work. COLLIER COUNTY Section 01500 TECHNICAL SPECIFICATIONS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Page 2 of 8 \J 16 C2 1.5 TEMPORARY CONSTRUCTION A. Bridges: Design and place suitable temporary bridges where necessary for the maintenance of vehicular and pedestrian traffic. Assume responsibility for the sufficiency and safety of all such temporary work or bridges and for any damage that may result from their failure or their improper construction, maintenance, or operation. Indemnify and save harmless the COUNTY and the COUNTY's representatives from all claims, suits or actions, and damages or costs of every description arising by reason of failure to comply with the above provisions. 1.6 BARRICADES, LIGHTS AND ENCLOSURES the A. Protection of Workmen and Public: Effect and maintain at all ring the prosecution of the Work, barriers, lights and enclosures protection of workmen and the public. Perform all work within the County right- of -way in strict accordance With the COUNTY Maintenance of Traffic Policy and other applicable statutory requirements. B. Provide suitable barricades, signs t uctions to norma{t'traffic or and all other places where the Work causes constitutes in any way a hazard to the public. 1.7 FENCES A. Existing Fences: Obtain written permission from ropert operations. owner(s) pReaco relocating or dismantling fences that interfere with agreements with the fence owner as to the period the fence may be left relocated or dismantled. Install adequate ga es where fencing must be maintained. Keep gates closed and locked at all times B. Restoration: Restore all fences to their original or better condition and to their original location on completion of the Work. 1.8 SECURITY A. Preservation of Property: Preserve from damage, all property along the line of the Work, in the vicinity of or in any way affected by the Work, the removal or destruction of which is not called for by the Drawings. Preserve from damage, public utilities, trees, lawn areas, building monuments, fences, pipe and underground structures, and public streets. Note: Normal wear and tear of streets resulting from legitimate use by the CONTRACTOR are not rnrconsidered i-ie ee r s . de too git . Whenever damages occur to such property, Y original condition. Costs for such repairs are incidental to the Contract. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Page 3of8 16 2. In case of failure on the part of the CONTRACTOR to restore property or make good on damage or injury, the COUNTY may, upon 24 hours written notice, proceed to repair, rebuild, or otherwise restore such property as may be deemed necessary, and the cost thereof will be deducted from any moneys due or which may become due the CONTRACTOR under this Contract. If removal, repair or replacement of public or private property is made necessary by alteration of grade or alignment authorized by the COUNTY and not contemplated by the Contract Documents, the CONTRACTOR will be compensated, in accordance with the General Conditions, provided that such property has not been damaged through fault of the CONTRACTOR or the CONTRACTOR's employees. B. Public Utility Installations and Structures: 1. Public utility installations and structures include all poles, tracks, pipes, wires, conduits, vaults, valves, hydrants, manholes, and other appurtenances and facilities, whether owned or controlled by public bodies or privately owned individuals, firms or corporations, used to serve the public with transportation, gas, electricity, telephone, storm and sanitary sewers, water, or other public or private utility services. Facilities appurtenant to public or private property that may be affected by the Work are deemed included hereunder. 2. The Contract Documents contain data relative to existing installations and structures above and below the ground surface.bllEx stiing public utility installations and structures are indicated on the Drawings only to the extent such information was made available to, or found by, the ENGINEER in preparing the Drawings. These data are not guaranteed for completeness or accuracy, and the CONTRACTOR is responsible for making necessary investigations to become ' fully informed as to the character, condition, and extent of all public utility installations and structures that may be encountered and that may affect the construction operations. 3. Before starting construction, identify and mark all existing valves and maintain access to the valves at all times during construction. 4. Contact utility locating service sufficiently in advance of the start of construction to avoid damage to the utilities and delays to the completion date. 5. If existing utilities are damaged during the Work, immediately notify the owner of the affected utility. In coordination with or as directed by the owner, remove, replace, relocate, repair, rebuild, and secure any public utility installations and structures damaged as a direct or indirect result of the Work under this Contract. Costs for such work are incidental to the Contract. Be responsible and liable for any consequential damages done to or suffered by any public utility installations or structures. Assume and COLLIER COUNTY Section 01500 TECHNICAL SPECIFICATIONS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Page 4 of 8 1 16 C 2 accept responsibility for any injury, damage, or loss that may result from or be consequent to interference with, or interruption or discontinuance of, any public utility service. g. At all times in performance of the Work, employ proven .methods and exercise reasonable care and skill to avoid unnecessary delay, injury, damage, or destruction to public utility installations and structures. Avoid unnecessary interference with, or interruption of, public utility services. Cooperate fully with the owners thereof to that end. 7. Provide notice to the COUNTY of any proposed connections to existing utilities, interruptions of service or shutdowns in accordance with. Section 01045. Give written notice to the owners of all public utility installations and structures affected by proposed construction operations sufficiently in advance of breaking ground in any area or on any unit of the Work, to obtain their permission before disrupting the lines and to allow them to take measures necessary to protect their interests. Advise the Transportation Operations Department, Fire and of an water main. Provide at�ea t public streets or the temporary shut-off Y 48 hours notice to all affected property owners whenever service connections are taken out of service. C. Work on Private Property: Work on this project will require operations on private property, rights of way or easements. The COUNTY has secured the appropriate easements or rights of entry from the affected property owners. Comply with all easement or rights of entry provisions. Conduct operations along rights -of -way and easements through private property to avoid damage to the property and to minimize interference with its ordinary use. Upon completion of the Work through such property, restore the surface and all fences or other structures disturbed by the construction as nearly as possible to the preconstruction conditions. Do not remove any material from private property without the consent of the property owner or responsible party in charge of such property. Hold the COUNTY harmless from any claim or damage rising out of or in connection with the performance of work across a nd through private D. Miscellaneous Structures: Assume and accept responsibility for all injuries or damage to culverts, building foundations and walls, retaining walls, or other structures of any kind met with during the prosecution of the Work. Assume and accept liability for damages to public or private property resulting therefrom. Adequately protect against freezing all pipes carrying liquid. E. Protection of Trees and Lawn Areas: 1. Protect with boxes, trees and shrubs, except those ordered tob hrt eeved. Do not place excavated material so as to cause injury o s shrubs. Replace trees or shrubs destroyed by accident or negligence of the CONTRACTOR or CONTRACTOR's employees with new stock of similar Section 01500 CONSTRUCTION FACILITIES AND COLLIER COUNTY TEMPORARY CONTROLS TECHNICAL SPECIFICATIONS Page 5 of 8 16 62 size and age, at the proper season, at no additional cost to the COUNTY. If required by Contract Documents, provide preconstruction audio -video recording of project in accordance with the Technical Specifications. 2. Leave lawn areas in as good condition as before the start of the Work. Restore areas where sod has been removed by seeding or sodding. 1.9 TEMPORARY CONTROLS A. During Construction: 1. Keep the site of the Work and adjacent premises free from construction materials, debris, and rubbish. Remove this material from any portion of the site if such material, debris, or rubbish constitutes a nuisance or is objectionable. 2. Remove from the site all surplus materials and temporary structures when they are no longer needed. 3. Neatly stack construction materials such as concrete forms and scaffolding when not in use. Store pipe to be incorporated into the Work in accordance with AWWA standards. Promptly remove splattered concrete, asphalt, oil, paint, corrosive liquids, and cleaning solutions from surfaces to prevent marring or other damage. 4. Properly store volatile wastes in covered metal containers and remove from the site daily. 5. Do not bury or bum on the site or dispose of into storm drains, sanitary sewers, streams, or waterways, any waste material. Remove all wastes from the site and dispose of in a manner complying with applicable ordinances and laws. B. Smoke Prevention: 1. Strictly observe all air pollution control regulations. 2. Open fires will be all only if permitted undercurrent ordinances. C. Noises: 1. In accordance with the COUNTY's Noise Ordinance, maintain acceptable noise levels in the vicinity of the Work. Limit noise production to acceptable levels by using special mufflers, barriers, enclosures, equipment positioning, and other approved methods. COLLIER COUNTY Section 01500 TECHNICAL SPECIFICATIONS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Page 6 of 8 16 C 2 2. Supply written notification to the COUNTY sufficiently in advance of the start of any work that violates this iwriting all applicable authorizations and variance have been obtained in D. Hours of Operation: through 1. Operation of construction equip Obtain written pCO s ntdfrom the COUNTY Saturday, 7:00 AM to 7:00 PM for operation of construction equipment during any other period. 2. Do not carry t°r me equipment moves, on Sundays without prior authorization by the COUNTY. E. Dust Control: 1, Take measures to prevent unnecessary dust. Keep earth surfaces exposed to dusting moist with water or a chemical dust suppressant. Cover materials in piles or while in transit to prevent blowing or spreading dust. 2. Adequately protect buildings or operating facilities that may be affected adversely by dust. Protect machinery, Include Jude proper ventilafion, similar dust equipment by suitable dust screens. screens. F. Temporary Drainage Provisions: 1. Provide for the drainage of stormwater and any water applied or discharged on the site in performance of the Work. Provide adequate drainage facilities to prevent damage to the Work, the site, and adjacent property. 2. Supplement existing drainage channels and opecat operations. as Construct dikes s all increased runoff from construction op necessary to divert increased ru noff from entering adjacent properly (except 's facilities and the Work, and to in natural channels), to protect the COUNTY direct water to drainage channels conduits. Provide ponding as necessary to prevent downstream flooding. 3. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. Dewater trenches in accordance with Sections 02350 and 02650. G. Pollution: Prevent the pollution of drains and watercourses by itar it east s, sediment, debris, and other substances resulting from construction not permit sanitary wastes to enter any drain or watercourse other than sanitary sewers. Do not permit sediment, debris, or other substances to enter sanitary Section 01500 CONSTRUCTION FACILITIES AND COLLIER COUNTY TEMPORARY CONTROLS TECHNICAL SPECIFICATIONS Page 7 of 8 16 C2,- sewers: Take reasonable measures to prevent such materials from entering any drain or watercourse. 1.10 TRAFFIC REGULATION A. Parking: Provide and maintain suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Contract, to avoid any need for parking personal vehicles where they may interfere with public traffic or construction activities. B. Access: Conduct Work to interfere as little as possible with public travel, whether vehicular or pedestrian. Provide and maintain suitable and safe bridges, detours, or other temporary expedients for the accommodation of public and private travel. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, give reasonable notice to owners of private drives before interfering with them. Such maintenance of traffic will not be required when the CONTRACTOR has obtained permission from the owner or tenant of private property, or from the authority having jurisdiction over the public property involved, to obstruct traffic at the designated point. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION COLLIER COUNTY Section 01500 TECHNICAL SPECIFICATIONS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Page 8 of 8 16 C2 SECTION 01510 PRE - CONSTRUCTION AUDIO -VIDEO RECORDING PART1 GENERAL 1.1 The work specified in this section includes existing conditions d x r on public cca'nd audio -video recordings necessary to document private property. PART 2 PRODUCTS 2.1 The Contractor shall provide color 1 {�dre {fie s scope of construction. oThe videos) shall of all public and private property be 1.2 -inch VHS format indicating on the beginning and front of each cassette, the date, job title and location where the video was taken. The videos shall be clear and shall thoroughly document all existing structures and landscaping. 2.2 Two copies of the video cassettes (including the original) shall be delivered to the COUNTY for review. PART 3 EXECUTION 3.1 Construction on private property shall recording mence until the COUNTY has reviewed and approved the audio-video 3,2 The Contractor may be requna do st to the , if f to conditions better fails to than existing, at no additio sufficiently document existing conditions. COLLIER COUNTY TECHNICAL SPECIFICATIONS END OF SECTION Section 01510 PRE - CONSTRUCTION AUDIO - VIDEO RECORDING Page 1 of 2 16 C2i NO TEXT FOR THIS PAGE COLLIER COUNTY Section 01510 TECHNICAL SPECIFICATIONS PRE- CONSTRUCTION AUDIO - VIDEO RECORDING Page 2 of 2 16 C2 SECTION 01570 TRAFFIC REGULATION AND PUBLIC SAFETY PART 1 GENERAL 1.1 SECTION INCLUDES: A. General Requirements B. Traffic Control C. Public Safety 1.2 RELATED SECTIONS A. Section 01500 — Construction Facilities and Temporary Controls B. Section 02230 — Roadway Crossings by Open Cut C. Section 02575 — Pavement Repair and Restoration 1.3 GENERAL REQUIREMENTS A. Perform all work within COUNTY rights -of -way in strict accordance with the County's Maintenance of Traffic Policy and other applicable statutory requirements to protect the public safety. B. Be responsible for providing safe and expeditious movement of traffic through construction zones. A construction zone is defined as the immediate areas of actual construction and all abutting areas which are used by the CONTRACTOR and which interfere with the driving or walking public. C. Remove temporary equipment and facilities when no longer required. Restore grounds to original or specified conditions. D. The requirements specified herein are in addition to the plan for Maintenance of Traffic as specified in.Section 02230. 1.4 TRAFFIC CONTROL A. Include as necessary precautions, not to be limited to, such items as proper construction warning signs, signals, lighting devices, marking, barricades, channelization, and hand signaling devices. Be responsible for installation and maintenance of all devices and requirements for the duration of the Construction period. Section 01570 COLLIER COUNTY TRAFFIC REGULATION AND PUBLIC SAFETY of 4 TECHNICAL SPECIFICATIONS B. Provide notice, at least five (5) working days prior to constru* to the State or County Department of Transportation of the necessity to close any portion of a roadway carrying vehicles or pedestrians so that the final approval of such closings can be obtained at least 48 hours in advance. At no time will more than one (1) lane of roadway be closed to vehicles and pedestrians. With any such closings make adequate provision for the safe expeditious movement of each. C. Be responsible for notifying Transportation Operations Department, Police, Fire, and other Emergency Departments whenever construction is within roadways and of the alternate routes. D. Be responsible for removal, relocation, or replacement of any traffic control device in the construction area that exists as part of the normal pre - construction traffic control scheme. E. Immediately notify the COUNTY of any vehicular or pedestrian safety or efficiency problems incurred as a result of the construction of the project. F. Be responsible for notifying all residents" of any road construction and limited access at least 72 hours in advance. 1.5 PUBLIC SAFETY (DURING CONSTRUCTION, ALTERATION OR REPAIR) A. In areas of high vehicular traffic, provide a safe walkway around the work area. B. Use barricades or other barriers to prevent any possibility of injury to the public caused by the CONTRACTOR's work. C. Keep walk areas around the work areas clean of sand, stones, and any other material that could cause a pedestrian accident. D. Barricade work areas left overnight. Install flashing warning lights in areas required by the COUNTY. E. Unless an approved detour is provided at any open cut crossings, a minimum of one -way traffic will be maintained during the daylight hours and two -way traffic at night. All traffic detours will be restricted to limits of the Right -of -Way with necessary flagmen and /or marking devices. These detours shall be approved by the COUNTY. Detour of traffic outside of the Right -of -Way will be considered with the approval of local governmental agencies and private concerns involved. F. Crossing and Intersections: Do not isolate residences and places of business. Provide access to all residences and places of business whenever construction interferes with existing means of access. Maintain access at all COLLIER COUNTY TECHNICAL SPECIFICATIONS TRAFFIC REGULATION AND PUBLIC SAFETY Page 2 of 4 16 C2 applied at the end of the t times. if pavement is disturbed, a cold mix must be app day. G. Detours 1. Construct and maintain detour facilities wherever it becomes necessary to divert traffic from any block existing roadway or bridge, or wherever of traffic. The location operations bl on of all detours will require prior approval of the COUNTY. 2. Furnishing of Devices and Barriers: Furnish all traffic control devices (including signs), warning devices and barriers. Costs of such devices shall be incidental to construction and included in unit prices bid. 3. Maintenance of Devices and Barriers: Keep traffic control devices, warning devices and barriers s immediately repair roepeacedor clean clearly visible and clean, at all time damaged, defaced or dirty devices or barriers as necessary. H. Flagmen: Provide certified flagmen (flaggers) to direct traffic where one -way operation in a single lane is in effect, and in other situations as may be required. Radios may be required if flagmen cannot maintain contact with each other. I. Utilize all necessary signs, flagmen, and other safety devices during construction. J. Perform all work with the requirements set forth by the Occupational Safety Health Administration. PART 2 PRODUCTS NOT USED. PART 3 EXECUTION NOT USED. COLLIER COUNTY TECHNICAL SPECIFICATIONS END OF SECTION Section 01570 TRAFFIC REGULATION AND PUBLIC SAFETY Page 3 of 4 16 C2 NO TEXT FOR THIS PAGE COLLIER COUNTY TECHNICAL SPECIFICATIONS TRAFFIC REGULATION AND PUBLIC SAFETY . Page 4 of 4 SECTION 01600 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.1 SECTION INCLUDES A. Description B. Substitutions C. Manufacturer's Written Instructions D. Transportation and Handling E. Storage, Protection and Maintenance F. Manufacturer's Field Quality Control Services G. Post Startup Services H. Special Tools and Lubricating Equipment J 1. Lubrication 1.2 DESCRIPTION date of the Notice to A. Proposed Manufacturers List: Within 15 calendar names days of proposed manufacturers, Proceed, submit to the ENGINEER a list of th material men, suppliers and subcontractors, obtain approval of this list by the COUNTY prior to submission of any working drawings. Upon request submit evidence to ENGINEER that each proposed manufacturer has manufactured a similar product to the one specified and that it has previously been used for a like purpose for a sufficient length of time to demonstrate its satisfactory performance. B. All material and equipment designed or used in r o neti ntswit the potable (drinking) water system shall conform to the q National Sanitation Foundation (N) Standard 61, "Drinking Water System Components — Health Effects." C. Furnish and install Material and Equipment which meets the following: 1: Conforms to applicable specifications and standards. Section 01600 MATERIAL AND EQUIPMENT COLLIER COUNTY Page 1 of 12 TECHNICAL SPECIFICATIONS 2. Complies with size 1 6 C 2 1 make, type, and quality specified or as specifically approved, in writing, by ENGINEER. 3. Will fit into the space provided with sufficient room for operation and maintenance access and for properly connecting piping, ducts and services, as applicable. Make the clear spaces that will be available for operation and maintenance access and connections equal to or greater than those shown and meeting all the manufacturers' requirements. If adequate space is not available, the CONTRACTOR shall advise the ENGINEER for resolution. 4. Manufactured and fabricated in accordance with the following: a. Design, fabricate, and assemble in accordance with best engineering and shop practices. b. Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable. C. Provide two or more items of same kind identical, by same manufacturer. d. Provide materials and equipment suitable for service conditions. e. Adhere to equipment capabilities, sizes, and dimensions shown or specified unless variations are specifically approved, in writing, in accordance with the Contract Documents. f• Adapt equipment to best economy in power consumption and maintenance. Proportion parts and components for stresses that may occur during continuous or intermittent operation, and for any additional stresses that may occur during fabrication or installation. 9• Working parts are readily accessible for inspection and repair, easily duplicated and replaced. 5. Use material or equipment only for the purpose for which it is designed or specified. 1.3 SUBSTITUTIONS A. Substitutions: 1. Make any CONTRACTOR's requests for changes in equipment and materials from those required by the Contract Documents in writing, for approval by the COUNTY. Such requests are considered requests for substitutions and are subject to CONTRACTOR's representations and COLLIER COUNTY Section 01600 TECHNICAL SPECIFICATIONS MATERIAL AND EQUIPMENT Page 2 of 12 16 C-2 review provisions of the Contract Documents when one of following conditions are satisfied: a. Where request is directly related to an "or equal" clause or other language of same effect in Specifications. b. Where required equipment or material cannot be provided within Contract Time, but not as result of CONTRACTOR's failure to pursue Work promptly or to coordinate various activities properly. C. Where required equipment oth m materials of material cannot obre annote in manner compatible with be properly coordinated therewith. 2. CONTRACTOR'S Options: a. Where more than one choice ui ment or material, sepectnoption CONTRACTOR's selection q P compatible with other equipment and materials already selected (which may have been from among options for other equipment and materials). b. Where compliance with specified that Comply with requirements of required, select from among products those standards, codes, and reg ulations. or C. "Or Equal ": For equipment or materials specified bming one request for more equipment manufacturer and "or equal ", submit substitution for any equipment or manufacturer not specifically named. B. Conditions Which are Not Substitution: 1. Requirements for substitutions do not apply to CONTRACTOR options on materials and equipment provided for in the Specifications. 1.4 2. Revisions to Contract Documents, where requested by the COUNTY or ENGINEER, are changes" not "substitutions ". 3, CONTRACTOR's determination ° o ng cauthoaties do Itnot const to e regulations and orders issued y governing substitutions and do not constitute basis for a Change Order, except as provided for in Contract Documents. MANUFACTURER'S WRITTEN INSTRUCTIONS When the Contract Documents require that installation, and handling of equipment and materials comply with A. Instruction Distribution storage, maintenance COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01600 MATERIAL AND EQUIPMENT Page 3of12 16 manufacturer's written instruction's, obtain and distribute printed copies of such instructions to parties involved in installation, including six copies to ENGINEER. 1. Maintain one set of complefe instructions at jobsite during storage and installation, and until completion of work. B. Manufacturer's Requirements: Store, maintain, handle, install, connect, clean condition, and adjust products in accordance with manufacturer's written instructions and in conformity with Specifications. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult ENGINEER for further instructions. 2. Do not proceed with work without written instructions. C. Performance Procedures: Perform work in accordance with manufacturer's written instructions. Do not omit preparatory steps or installation procedures, unless specifically modified or exempted by Contract Documents. 1.5 TRANSPORTATION AND HANDLING A. Coordination with Schedule: Arrange deliveries of materials and equipment in accordance with Construction Progress Schedules. Coordinate to avoid conflict with work and conditions at site. �. Deliver materials and equipment in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. 2. Protect bright machined surfaces, such as shafts and valve faces, with a heavy coat of grease prior to shipment. 3. Immediately upon delivery, inspect shipments to determine compliance with requirements of Contract Documents and approved submittals and that material and equipment are protected and undamaged. B. Handling: Provide equipment and personnel to handle material and equipment by methods recommended by manufacturer to prevent soiling or damage to materials and equipment or packaging. 1.6 STORAGE, PROTECTION, AND MAINTENANCE A. On -site storage areas and buildings: 1. Conform storage buildings to requirements of Section 01500. 2. Coordinate location of storage areas with ENGINEER and the COUNTY. COLLIER COUNTY Section 01600 TECHNICAL SPECIFICATIONS MATERIAL AND EQUIPMENT Page 4 of 12 16 C 2 3. Arrange on site storage areas oVlthrop protection segregation of safe stored materials and equipment proper travel around storage areas and safe access to stored materials and equipment. 4. Store loose granular materials in a well- drained area on solid surfaces to prevent mixing with foreign matter. 5. Store materials such as pipe, reinforcing and structural steel, and equipment on pallets, blocks or racks, off ground. 6. PVC Pipe may be damaged by prolonged exposure to direct th Might, take damage. necessary precautions during storage and installatio n to Store pipe under cover, and install with sufficient backfill to shield it from the sun. 7. Store fabricated materials and equipment above ground, on blocking or skids, to prevent soiling or staining. Cover materials and equipment that re subject to deterioration with impervious sheet coverings; p q ua ventilation to avoid condensation. B. Interior Storage: 1. Store materials and equipment in accordance with manufacturer's instructions, with seals and labels intact and legible. 2. Store materials and equipment, subject to damage by elements, in weathertight enclosures. 3. Maintain temperature and humidity within ranges required by manufacturer's instructions. C. Accessible Storage: Arrange storage dodic inspectionspof Into rds matere'als for inspection and inventory. Make p equipment to assure that materials or equipment are maintained under specified conditions and free from damage or deterioration. 1. Perform maintenance on stored equipment UUNTII or ENGINEER. with manufacturer's instructions, in presence of the 2. Submit a report of completed maintenance to ENGINEER with each Application for Payment. 3. Failure to perform maintenance, to notify ENGINEER n antentrej pert ref maintenance or to submit maintenance report y result material or equipment. Section 01600 MATERIAL AND EQUIPMENT COLLIER COUNTY Page 5 of 12 TECHNICAL SPECIFICATIONS 16 C 2 D. COUNTY's Responsibility: The COUNTY assumes no responsibility for materials or equipment stored in buildings or on -site. CONTRACTOR assumes full responsibility for damage due to storage of materials or equipment. E. CONTRACTOR's Responsibility: For COUNTY Capital Improvement Projects, the CONTRACTOR assumes full responsibility for protection of completed construction until facilities (or portions of facilities) are accepted for operation and placed in service. Repair and restore damage to completed Work equal to its original condition. F. Special Equipment: Use only rubber tired wheelbarrows, buggies, trucks, or dollies to wheel loads over finished floors, regardless if the floor has been Protected or not. This applies to finished floors and to exposed concrete floors as well as those covered with composition the or other applied surfacing. G. Surface Damage: Where structural concrete is also the finished surface, take care to avoid marking or damaging surface. 1.7 MANUFACTURER'S FIELD QUALITY CONTROL SERVICES A. General: Provide manufacturer's field services in accordance with this subsection for those tasks specified in other sections. 2. Include and pay all costs for suppliers' and manufacturers' services, including, but not limited to, those specified. B. Installation instruction: Provide instruction by competent and experienced technical representatives of equipment manufacturers or system suppliers as necessary to resolve assembly or installation procedures that are attributable to, or associated with, the equipment furnished. C. Installation Inspection, Adjustments and Startup Participation: Provide competent and experienced technical representatives of equipment manufacturers or system suppliers to inspect the completed installation as follows. a. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, or for other conditions that may cause damage. b. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system, manufacturer. COLLIER COUNTY Section 01600 TECHNICAL SPECIFICATIONS MATERIAL AND EQUIPMENT Page 6 of 12 16 C C. Verify that wiring and support components for equipment are complete. d. Verify that equipment or system is installed in accordance manufacturer's recommendations, approved shop drawings and the Contract Documents. e. Verify that nothing in the installation voids any warranty. 2. Provide manufacturer's representatives to perform initial equipm ct rerd system adjustment and calibration conforming to n9 hop .drawings and the recommendations and instructions, approved Contract Documents. 3. Start -up of Equipment: Provide prior written notice of proposed before start - the COUNTY and ENGINEER. Obtain ENGINEER's approval up of equipment. COUNTY's departmental representative must be on -site during start -up. Execute start -up under supervision of applicable manufacturer's representative in accordance with manufacturers' instructions. 4. Furnish ENGINEER with three copies of the following. When training is specified, furnish the copies at least 48 hours prior to training. a. Certificate of Installation, Inspection and Start -up Services" by ,manufacturers' representatives for each piece of equipment and each system specified, certifying: (1) That equipment is installed in accordance with the manufacturers' recommendations, approved shop drawings and the Contract Documents. (2) That nothing in the installation voids any warranty. (3) That equipment has been operated in the presence of the manufacturer's representative. (4) That equipment, as installed, is ready to be operated by others. b. Detailed report by manufacturers' representatives, for review by ENGINEER of the installation, inspection and start -up services performed, including: (1) Description of calibration and adjustments if made; if not in Operation and Maintenance Manuals, attach copy. (2) Description of any parts replaced and why replaced. Section 01600 MATERIAL AND EQUIPMENT COLLIER COUNTY Page 7 of 12 TECHNICAL SPECIFICATIONS 16 (3) Type, brand name, and quantity of lubrication used, if any. (4) General condition of equipment. (5) Description of problems encountered, and corrective action taken. (6) Any special instructions left with CONTRACTOR or ENGINEER. D. Field . Test Participation: Provide competent and experienced technical representatives of all equipment manufacturers and system suppliers as necessary to participate in field testing of the equipment specified in Section 01400. E. Trouble -Free Operation: Provide competent and experienced technical representatives of all equipment manufacturers and system suppliers as necessary to place the equipment in trouble -free operation after completion of start-up and field tests. 1.8 SPECIAL TOOLS AND LUBRICATING EQUIPMENT A. General: Furnish, per manufacturer's recommendations, special tools required for checking, testing, parts replacement, and maintenance. (Special tools are those which have been specially designed or adapted for use on parts of the equipment, and which are not customarily and routinely carried by maintenance mechanics.) B. Time of Delivery: Deliver special tools and lubricating equipment to the COUNTY when unit is placed into operation and after operating personnel have been properly instructed in operation, repair, and maintenance of equipment. C. Quality. Provide tools and lubricating equipment of a quality meeting equipment manufacturer's requirements. 1:9 LUBRICATION A. General: Where lubrication is required for proper operation of equipment, incorporate in the equipment the necessary and proper provisions in accordance with manufacturer's requirements. Where possible, make lubrication automated and positive. B. Oil Reservoirs: Where oil is used, supply reservoir of sufficient capacity to lubricate unit for a 24 -hour period. COLLIER COUNTY Section 01600 TECHNICAL SPECIFICATIONS MATERIAL AND EQUIPMENT Page 8 of 12 16 c2 1.10 WARRANTY A. Provide copies of any warranties of materials or equipment the COUNTY with documentation showing compliance with warranty requirements. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used Section 01600 MATERIAL AND EQUIPMENT COLLIER COUNTY Page 9 of 12 TECHNICAL SPECIFICATIONS 1 k �6 F---�d-EK OF INSTALLATION, INSPECTION AND START -UP SERVICES Project Equipment Specification Section Contract I hereby certify that the named equipment has been inspected, adjusted and operated by the Manufacturers' Representative and further certify: 1. That the equipment is installed in accordance with the manufacturer's recommendations, approved shop drawings and the Contract Documents. 2. That nothing in the installation voids any warranty. 3. That equipment has been operated in the presence of the manufacturer's representative. 4. That equipment, as installed, is ready to be operated by others. MAN UFACTURERS'REPRESENTATIVE Signature Date Name (print) Title Representing_ CONTRACTOR Signature Name (print) Title Date Attach the detailed report called for by Specification Section 01600. Complete and submit three copies of this form with the detailed report to ENGINEER as specified. COLLIER COUNTY Section 01600 TECHNICAL SPECIFICATIONS MATERIAL AND EQUIPMENT Page 10 of 12 CERTIFICATE OF POST START -UP SERVICES Project Equipment Specification Section 16 C 2 Contract adjustments and I hereby certify the Manufacturers' Representative has inspected this eq peificatio sa anddmanufactu er's calibrations, and that it is operating in conformance with the design, specifications, requirements. Detailed notation of improper operation with corresponding recommendations, if any, are made and attached to this form. MANUFACTURERS'REPRESENTATIVE Date Signature Name (print) Title Representing CONTRACTOR Date Signature Name (print) ENGINEER Date Signature Name (print) Title Complete and submit three copies of this form to the COUNTY upon completion of 6 to 11 months reinspection as required by Specification Section 01600. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01600 MATERIAL AND EQUIPMENT Page 11 of 12. 16 C2 i END OF SECTION COLLIER COUNTY Section 01600 TECHNICAL SPECIFICATIONS MATERIAL AND EQUIPMENT Page 12 of 12 16 C2.. SECTION 01710 CLEANING PART 1 GENERAL 1.1 SECTION INCLUDES: A. General Requirements B. Disposal Requirements 1.2 GENERAL REQUIREMENTS A. Execute cleaning during progress of the work and at completion of the work. 1.3 DISPOSAL REQUIREMENTS A. Conduct cleaning andUto laws. l perations to comply with codes, ordinances, regulations, and anti po li PART 2 PRODUCTS NOT USED PART 3 EXECUTION 3.1 DURING CONSTRUCTION A. Execute daily cleaning to keep the work, the site, and adjacent properties free from accumulations of waste materials, rubbish, and windblown debris, resulting from construction operations. B. Provide onsite containers for the collection of waste materials, debris and rubbish. All waste materials including containers, food debris and other miscellaneous materials must be disposed of daily in onsite containers. C. Remove waste materials, debris and rubbish from the site periodically and dispose of at legal disposal areas away from the site. Section 01710 CLEANING COLLIER COUNTY Page 1 of 4 TECHNICAL SPECIFICATIONS 16 C � 3.2 FINAL CLEANING A. Requirements: At the completion of work and immediately prior to final inspection clean the entire project as follows: 1. Thoroughly clean, sweep, wash, and polish all work and equipment provided under the Contract, including finishes. Leave the structures and site in a complete and finished condition to the satisfaction of the ENGINEER. 2. Direct all subcontractors to similarly perform, at the same time, an equivalent thorough cleaning of all work and equipment provided under their contracts. 3. Remove all temporary structures and all debris, including dirt, sand, gravel, rubbish and waste material. 4. Should the CONTRACTOR not remove rubbish or debris or not clean the buildings and site as specified above, the OWNER reserves the right to have the cleaning done at the expense of the CONTRACTOR. B. Employ experienced workers, or professional cleaners, for final cleaning. C. Use only cleaning materials recommended by manufacturer of surface to be cleaned. D. In preparation for substantial completion or occupancy, conduct final inspection of sight- exposed interior and exterior surfaces, and of concealed spaces. E. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from sight - exposed interior and exterior finished surfaces. Polish surfaces so designated to shine finish. F. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent surfaces. G. Replace air - handling filters if units were operated during construction. H. Clean ducts, blowers, and coils, if air - handling units were operated without filters during construction. 1. Vacuum clean all interior spaces, including inside cabinets. J. Handle materials in a controlled manner with as few handlings as possible. Do not drop or throw materials from heights. K. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly - painted surfaces. COLLIER COUNTY Section 01710 TECHNICAL SPECIFICATIONS CLEANING Page 2 of 4 16 Cz Clean interior of all panel cabinets, pull boxes, and other equipment enclosures. M. Wash and wipe clean all lighting fixtures, lamps, and other electrical equipment that may have become soiled during installation. N. Perform touch -up painting. O. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds. P. Remove erection plant, tools, temporary structures and other materials. Q. Remove and dispose of all water, dirt, rubbish or any other foreign substances. 3.3 FINAL INSPECTION A. After cleaning is complete the final inspection may be scheduled. The inspection will be done with the OWNER and ENGINEER. END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 01710 CLEANING page 3of4 16 C2 NO TEXT FOR THIS PAGE COLLIER COUNTY Section 01110 TECHNICAL SPECIFICATIONS CLEANING Page 4 of 4 SECTION 01730 OPERATION AND MAINTENANCE MANUALS PART 1 GENERAL 1.1 SECTION INCLUDES A. Description B. Quality Assurance C. Format and Contents 1.2 DESCRIPTION A. Scope: Furnish to the ENGINEER three (3) printed copies and one (1) electronic copy of an Operation and Maintenance Manual for all equipment and associated control systems furnished and installe d 1.3 QUALITY ASSURANCE ecifications: No current government or commercial A. Reference Codes and Sp specifications or documents apply. 1.4 FORMAT AND CONTENTS 0 Prepare and arrange each copy of the manual as follows: One copy of an equipment data summary (see sample form) for each item of equipment. One copy of an equipment preventive maintenance data summary (see sample form) for each item of equipment. One copy of the manufacturer's operating and maintenance instructions. Operating instructions include equipment start -up, normal op�nance shutdown, emergency operation and troubleshooting.. instructions include equipment installation, calibration and srt and preventive and repair maintenance, lubrication, troubleshooting, p arts I recommended spare parts. Include Manufacturer's telephone numbers_ for Technical Support. 1. 2. 3. 4. List of electrical relay settings and control and alarm contact settings. Section 01730 COLLIER COUNTY OPERATION AND MAINTENANCEP ANUALS 1 of 4 TECHNICAL SPECIFICATIONS 16 C2 5. Electrical interconnection wiring diagram for equipment furnished including all control and fighting systems. 6. One valve schedule giving valve number, location, fluid, and fluid destination for each valve installed. Group all valves in same piping systems together in the schedule. Obtain a sample of the valve numbering system from the ENGINEER. 7. Furnish all O &M Manual material on 8 -112 by 11 commercially printed or typed forms or an acceptable alternative format. B. Organize each manual into sections paralleling the equipment specifications. Identify each section using heavy section dividers with reinforced holes and numbered plastic index tabs. Use 3 -ring, hard -back binders. Punch all loose data for binding. Arrange composition and printing so that punching does not obliterate any data. Print on the cover and binding edge of each manual the project title, and manual title, as furnished and approved by the ENGINEER. C. Leave all operating and maintenance material that comes bound by the equipment manufacturer in its original bound state. Cross - reference the appropriate sections of the CONTRACTOR's O &M manual to the manufacturers' bound manuals. D. Label binders Volume 1, 2, and so on, where more than one binder is required. Include the table of contents for the entire set, identified by volume number, in each binder. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION COLLIER COUNTY OPERATION AND MAINTENANCE Section MANUALS TECHNICAL SPECIFICATIONS Page 2 of 4 16 c2 Collier County Utilities Equipment Data SummaN COLLIER COUNTY TECHNICAL SPECIFICATIONS Seciion 01730 OPERATION AND MAINTENANCE P ge 3 of 4 equipment Name: Manufacturer: Name Address: Telephone: Model No: Maintenance Task Collier County Utilities Preventive Maintenance Summary Location: Serial No: Lubricant/Part I D W M Q SA A 16 C2" O &M Manual Reference *D -Daily W- Weekly M- Monthly Q- Quarterly SA- Semi - Annual A- Annual COLLIER COUNTY OPERATION AND MAINTENANCE t TECHNICAL SPECIFICATIONS MANUALS Page 4 of 4 SECTION 02050 DEMOLITION PART 1 GENERAL 16'.C2 1.1 SUMMARY A. Section Includes: All work necessary for the removal and disposal art thereof r cfu r s, foundations, piping, equipment and roadways, or any p masonry, steel, reinforced concrete, plain concrete, electrical facilities, and any other material or equipment shown or specified to be removed. B. Basic Procedures and Schedule: Carry out demolition so that adjacent structures, which are to remain, are not endangered. Schedule the work so as not to interfere with the day -to -day operation of the existing facilities. Do not block doorways or passageways in existing facilities. C. Additional Requirements: Provide dust control and make provisions for safety. D. Related Work Specified in Other Sections Includes: 1. Section 01045 — Connection to Existing Systems 2. Section 02110 — Site Clearing - 1.2 SUBMITTALS A. Provide all submittals, including the following, as specified in Division 1. B. Site Inspection: Visit the site and inspect all existing structures. Observe and record any defects that may exist in buildings or structures adjacent to but not directly affected by the demolition work. Provide the COUNTY with a copy of this inspection record and obtain the ENGINEER's and the COUNTY's approval prior to commencing the demolition. 1.3 QUALITY ASSURANCE A. Limits: Exercise care masses. Where only along limiting lines with is held to a minimum. PART 2 PRODUCTS Not Used COLLIER COUNTY TECHNICAL SPECIFICATIONS to break concrete well for removal in reasonably small parts of a structure are to be removed, cut the concrete a suitable saw so that damage to the remaining structure Section 02050 DEMOLITION Page 1 of 4 PART 3 EXECUTION 16 C2 3.1 EXAMINATION OF EXISTING DRAWINGS A. Available drawings of existing structures and equipment will be available for inspection at the office of the ENGINEER. 3.2 PROTECTION A.. General Safety: Provide warning signs, protective barriers, and warning lights as necessary adjacent to the work as approved or required. Maintain these items during the demolition period. B. Existing Services: Undertake no demolition work until all mechanical and electrical services affected by the work have been properly disconnected. Cap, reroute or reconnect interconnecting piping or electrical services that are to remain in service either permanently or temporarily in a manner that will not interfere with the operation of the remaining facilities. C.. Hazards: Perform testing and air purging where the presence of hazardous chemicals, gases, flammable materials or other dangerous substances is apparent or suspected, and eliminate the hazard before demolition is started. 3.3 DEMOLITION REQUIREMENTS A. Explosives: The use of explosives will not be permitted. B. Protection: Carefully protect all mechanical and electrical equipment against dust and debris. C. Removal: Remove all debris from the structures during demolition and do not allow debris to accumulate in piles. D. Abandoned Pipelines: Fill all abandoned pipelines using grout in accordance with Section 03310. E. Access: Provide safe access to and egress from all working areas at all times with adequate protection from falling material. F. Protection: Provide adequate scaffolding, shoring, bracing railings, toe boards and protective covering during demolition to protect personnel and equipment against injury or damage. Cover floor- openings not used for material drops with material substantial enough to support any loads placed on it. Properly secure the covers to prevent accidental movement. G. Lighting: Provide adequate lighting at all times during demolition. COLLIER COUNTY Section 02050 TECHNICAL SPECIFICATIONS DEMOLITION Page 2 of 4 16 C2 H. Closed Areas: Close areas below demolition work to anyone while removal is in progress. I. Material Drops: Do not drop any material to any point lying outside the exterior walls of the structure unless the area is effectively protected. J. Chemicals: All chemicals used during project construction or furnished for project operation, whether herbicide, pesticide, disinfectant, polymer, reactant or of other classification must show approval of either EPA or USDA. Use of all such chemicals and disposal s shall be in strict ons as applicable. ormance with manufacturer's instructio n or government 3.4 ASBESTOS- CONCRETE (AC) PIPE A. If existing asbestos- cement pipe is encountered during the course of construction, remove the AC pipe and replace it with C900 PVC pipe having a pressure rating as required elsewhere in these specifications. Replace the AC pipe with PVC pipe for a distance of 10 feet each way from the centerline of the pipe under construction or 5 feet beyond the length of AC pipe exposed by trench excavation, whichever is greater. A change order will be issued for required replacement of AC pipe not shown on the drawings. B. Coordinate the shutdown of the AC pipeline with the COUNTY in accordance with Section 01045, including proper notice to the COUNTY and any customers that may be- affected by the shutdown as required by these specifications and/or current Water Department policy. In the event of an unanticipated encounter with AC pipe, immediately recover and protect the pipe and notify the COUNTY Water Department. C. Perform cutting of AC pipe by means of cutting wheels mounted in a chain wrapped around the pipe barrel. Do riot use power driven saws with abrasive discs or any other means that produce concentrations of airborne asbestos dust. 3.5 DISPOSAL OF MATERIALS A. Final Removal: Dispose of AC pipe in accordance with COUNTY special handling requirements and coordination with Collier County Solid Waste Management Department. Remove the demolditionls,Takebt title to all emolished materials and materials resulting from remove such items from the site. END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02050 DEMOLITION Page 3of4 16 C2 NO TEXT FOR THIS PAGE COLLIER COUNTY Section 02050 TECHNICAL SPECIFICATIONS DEMOLITION Page 4 of 4 SECTION 02110 SITE CLEARING PART 1 GENERAL 1.1 SUMMARY 16, C2 A. Section Includes: Requirements for clearing of all areas within the Contract limits and other areas shown, including work designated in permits and other agreements, in accordance with the requirements of Division 1. B. Related Work Specified in Other Sections Includes: 1. Section 02050 - Demolition 2. Section 02222 - Excavation - Earth and Rock 3. Section 02223 - Backfilling 4. - Section 02400 — Restoration by Sodding or Seeding 1.2 DEFINITIONS A. Clearing: Clearing is the removal from the ground surface and disposal, within the designated areas, of trees, brush, shrubs; down timber, decayed wood, other vegetation, rubbish and debris as well as the removal of fences. B. Grubbing: Grubbing is the removal and disposal of all stumps, buried logs, roots larger than 1 -1/2 inches, matted roots and organic materials. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 PROTECTION OF EXISTING UTILITIES A. Prior to site clearing, locate and mark all existing utilities in coordination with the COUNTY and other 'affected owners. Protect all existing utilities and markings from damage. In case of damage to existing- utilities caused by construction activities, contact the owner of the utility or appropriate COUNTY department (Water or Wastewater) immediately. Repair any damage to existing utilities or markings caused by construction activities in coordination with or as directed by the owner of the utility. Section 02110 COLLIER COUNTY SITE CLEARING TECHNICAL SPECIFICATIONS Page 1 of 4 3.2 TREE REMOVAL 16 C 2 A. Tree Removal Within Right -of -Way Limits: Remove trees and shrubs within the right -of -way unless otherwise indicated. 1. Remove trees and shrubs to avoid damage to trees and shrubs designated to remain. 2. Grub and remove tree stumps and shrubs felled within the right -of -way to an authorized disposal site. Fill depressions created by such removal with material suitable for backfili as specified in Section 02223. B. Tree Removal Outside Right -of -Way Limits:. Do not cut or damage trees outside the right -of -way unless plans show trees to be removed or unless written permission has been obtained from the property owner. Furnish three copies of the written permission before removal operations commence. C. If the landowner desires the timber or small trees, cut and neatly pile it in 4 ft. lengths for removal by the owner; otherwise, dispose of it by hauling it away from the project site. If hauled timber is of merchantable quality, credit shall accrue to the CONTRACTOR. 3.3 TREES AND SHRUBS TO BE SAVED A. Protection: Protect trees and shrubs within the work limits that are so delineated or are marked in the field to be saved from defacement, injury and destruction. 1. Work within the limits of the tree drip line with extreme care using either hand tools or equipment that will not cause damage to trees. a. Do not disturb or cut roots unnecessarily. Do not cut roots 1 -1/2 . inches and larger unless approved. b. Immediately backfill around tree roots after completion of construction in the vicinity of trees. C. Do not operate any wheeled or tracked equipment within drip line. 2. Protect vegetation from damage caused by emissions from engine - powered equipment. 3. During working operations, protect the trunk, foliage and root system of all trees to be saved with boards or other guards placed as shown and as required to prevent damage, injury and defacement. a. Do not pile excavated materials within the drip line or adjacent to the trunk of trees. Section 02110 COLLIER COUNTY SITE CLEARING TECHNICAL SPECIFICATIONS Page 2 of 4 16 c2 1 b. Do not allow runoff to accumulate around trunk of trees. C. Do not fasten or attach ropes, cables, or guy wires to trees without permission. When such permission is granted, protect the tree before making fastening or attachments by providing burlap wrapping and softwood cleats. d. The use of axes or climbing spurs for trimming will not be permitted. e. Provide climbing ropes during trimming. 4. Remove shrubs to be saved, taking a sufficient earth ball with the roots to maintain the shrub. a. Temporarily replant if required, and replace at the completion of construction in a condition equaling that which existed prior to removal: b. Replace in kind if the transplant fails. 5. Have any tree and shrub repair performed by a tree surgeon properly licensed by the State of Florida and within 24 hours after damage occurred. 3.4 CLEARING AND GRUBBING A. Clearing: Clear all items specified to the limits shown and remove cleared and grubbed materials from the site. 1. Do not start earthwork operations in areas where clearing and grubbing is not complete, except that stumps and large roots may be removed concurrent with excavation. 2. Comply with erosion, sediment control and storm management measures as specified in Division 1. B. Grubbing: Clear and grub areas to be excavated, areas receiving less than 3 feet of fill and areas upon which structures are to be constructed. 1. Remove stumps and root mats in these areas to a depth of not less than 18 inches below the subgrade of sloped surfaces. 2. Fill all depressions made by the removal of stumps or roots with material suitable for backfill as specified in Section 02223. C. Limited Clearing: Clear areas receiving more than 3 feet of fill by cutting trees and shrubs as close as practical to the existing ground. Grubbing will not be required. Section 02110 COLLIER COUNTY SITE CLEARING TECHNICAL SPECIFICATIONS Page 3 of 4 16 C2 D. Dispose of all material and debris from the clearing and grubbing operation by hauling such material and debris away to an approved dump. The cost of disposal (including hauling) of cleared and grubbed material and debris shall be considered a subsidiary obligation of the CONTRACTOR; include the cost in the bid for the various classes of work. 3.5 TOPSOIL A. Stripping: Strip existing topsoil from areas that will be excavated or graded prior to commencement of excavating or grading and place in well - drained stockpiles in approved locations. END OF SECTION Section 02190 COLLIER COUNTY SITE CLEARING TECHNICAL SPECIFICATIONS Page 4 of 4 SECTION 02151 SHORING, SHEETING AND BRACING PART 1 GENERAL 1.1 . SUMMARY 16 C2 A. Section Includes: Work required for protection of an excavation or structure through shoring, sheeting, and bracing. B. Related Work Specified In Other Sections Includes: 1. Section 02222 - Excavation - Earth and Rock 2. Section 02223 - Backfilling 1.2 SUBMITTALS A. General-: Provide all submittals, including the following, as specified in Division 1. B. CONTRACTOR's Submittals: All sheeting and, bracing shall be the responsibility of the CONTRACTOR to retain qualified design services for these systems, and to be completed with strict adherence to OSHA Regulations. ' Submit complete design calculations and working - drawings of proposed shoring, sheeting and bracing which have been prepared, signed and sealed by a Licensed Professional Engineer . experienced in Structural Engineering and registered in the State of Florida, before starting excavation for jacking pits and structures. Use the soil pressure diagram shown for shoring, sheeting and bracing design. ENGINEER's review of calculations and working drawings will be limited to confirming that the design was prepared by a licensed professional engineer and that the soil pressure diagram shown was used. 1.3 REFERENCES A. Design: Comply with all Federal and State laws and regulations applying to the design and construction of shoring, sheeting and bracing. B. N.B.S. Building Science Series 127 "Recommended Technical Provisions for Construction Practice in Shoring and Sloping Trenches and Excavations. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: Do work in accordance with the U.S. Department of Labor Safety and Health Regulations for construction promulgated under the Occupational Safety Act of 1970 (PL 91 -596) and under Section 107 of the Contract Work Hours and Safety Standards Act (PL 91 -54), and the Florida COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02151 SHORING, SHEETING AND BRACING Page 1 of 4 16 G 2 �- Trench Safety Act. Observe 29 CFR 1910.46 OSHA regulations for Confined Space Entry. PART 2 PRODUCTS 2.1 MANUFACTURERS AND MATERIALS A. Material Recommendations: Use manufacturers and materials for shoring, sheeting and bracing as recommended by the Licensed Professional Engineer who designed the shoring, sheeting, and bracing. 1. Wood Materials: Oak, or treated fir or pine for wood lagging. PART 3 EXECUTION 3.1 SHORING, SHEETING AND BRACING INSTALLATION A. General: Provide safe working conditions, to prevent shifting of material, to prevent damage to structures or other work, to avoid .delay to the work, all in accordance with applicable safety and health regulations. Properly shore, sheet, and brace all excavations which are not cut back to the proper slope and where shown. Meet the general trenching requirements of the applicable safety and health regulations for the minimum shoring, sheeting and bracing for french excavations. 1. CONTRACTOR's Responsibility: Sole responsibility for the design, methods of installation, and adequacy of the shoring, sheeting and bracing. B. Arrange shoring, sheeting and bracing so as not to place any strain on portions of completed work until the general construction has proceeded far enough to provide ample strength. C. If ENGINEER is of the opinion that at any point the shoring, sheeting or bracing are inadequate or unsuited for the purpose, resubmission of design calculations and working drawings for that point may be ordered, taking into consideration the observed field conditions. If the new calculations show the need for additional shoring, sheeting and bracing, it should be installed immediately. D. Monitoring: Periodically monitor horizontal and vertical deflections of sheeting. Submit these measurements for review. E. Accurately locate all underground utilities and take the required measures necessary to protect them from damage. Keep all underground utilities in service at all times as specified in Division 1. Section 02151 COLLIER COUNTY SHORING, SHEETING AND BRACING TECHNICAL SPECIFICATIONS. Page 2 of 4 16 C2 F. Driven Sheeting: Drive tight sheet piling in that portion of any excavation in paved or surface streets City collector and arterial streets and in State and County highways below the intersection of a one -on -one slope line from the nearest face of the excavation to the edge of the existing pavement or surface. G. Sheeting Depth: In general drive or place sheeting for pipelines to a depth at elevation equal to the top of the pipe as approved. 1. If it is necessary to drive sheeting below that elevation in order to obtain a dry trench or satisfactory working conditions, cut the sheeting off at the top of the pipe and leave in place sheeting below the top of the pipe. 2. Do not cut the sheeting until backfill has been placed and compacted to the top of the pipe. H. Sheeting Removal: In general, remove sheeting and bracing above the top of the pipe as the excavation is refilled in a manner to avoid the caving in of the bank or disturbance to adjacent areas or structures. Remove sheeting as_ backfilling progresses so that the sides are always supported or when removal would not endanger the construction of adjacent structures. When required to eliminate excessive trench width or other damages, shoring or bracing shall be left in place and the top cut off at an elevation 2.5 feet below finished grade, unless otherwise directed. 1. Carefully fill voids left by the withdrawal of the sheeting by jetting, ramming or otherwise. 2. No separate payment will be made for filling of such voids. END OF SECTION Section 02151 COLLIER COUNTY SHORING, SHEETING AND BRACING TECHNICAL SPECIFICATIONS Page 3 of 4 16 C2' NO TEXT FOR THIS PAGE Section 02151 COLLIER COUNTY SHORING, SHEETING AND BRACING TECHNICAL SPECIFICATIONS Page 4 of 4 SECTION 02222 EXCAVATION - EARTH AND ROCK PART 1 GENERAL 1.1 SUMMARY 16 C2 A. Section Includes: Requirements for performing opencut excavations to the widths and depths necessary for constructing structures and pipelines, including excavation of any material necessary for any purpose pertinent to the construction of the Work. B. Related Work Specified In Other Sections Includes: 1. Section 02110 - Site Clearing 2. Section 02151 - Shoring, Sheeting and Bracing 3. Section 02223 — Backfilling 4. Section 02530 — Groundwater Control for Open Cut Excavation 5. Section 03310 — Concrete, Masonry, Mortar and Grout 1.2 DEFINITIONS A.. Earth: "Earth" includes all materials which, in the opinion of the ENGINEER, do not require blasting, barring, wedging or special impact tools for their removal from their original beds, and removal of which can be completed using standard excavating equipment. Specifically excluded are all ledge and bedrock and boulders or pieces of masonry larger than one cubic yard in volume. B. Rock: "Rock" includes all materials which, in the opinion of the ENGINEER, require blasting, barring, wedging and /or special impact tools such as jack hammers, sledges, chisels, or similar devices specifically designed for use in cutting or breaking rock for removal from their original beds and which have compressive strengths in their natural undisturbed state in excess of 300 psi. Boulders or masonry larger than one cubic yard in volume are classed as rock excavation. 1.3 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Division 1. B. Engage the services of a Professional Engineer who is registered in the State of Florida to design all cofferdam and sheeting and bracing systems which the CONTRACTOR feels necessary for the execution of his work. Submit to the ENGINEER a signed statement that he has been employed by the COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02222 EXCAVATION — EARTH AND ROCK Page 1 of 8 T� CONTRACTOR to design all sheeting and bracing systems. After the systems have been installed, furnish to the ENGINEER an additional signed statement that the cofferdams and sheeting and bracing systems have been installed in accordance with his design. C. If a detour is required, submit a traffic control plan for approval to Collier County and /or the Florida Department of Transportation as described in Section 01570. 1.4 SITE CONDITIONS A. Geotechnical Investigation: A geotechnical investigation may have been prepared by the COUNTY and ENGINEER in preparing the Contract Documents. 1. The geotechnical investigation report may be examined for what ever value it may be considered to be worth. However, this information is not guaranteed as to its accuracy or completeness. 2. The geotechnical investigation report is not part of the Contract Documents. B. Actual Conditions: Make any geotechnical investigations deemed necessary to determine actual site conditions. C. Underground Utilities: Locate and identify all existing underground utilities prior to the commencement of Work. D. Quality and Quantity: Make any other investigations and determinations necessary to determine the quality and quantities of earth and rock and the methods to be used to excavate these materials. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 GENERAL A. Clearing: Clear opencut excavation sites of obstructions preparatory to excavation. Clearing in accordance with Section 02110, includes removal and disposal of vegetation, trees, stumps, roots and bushes, except those specified to be protected during trench excavation. B. Banks: Shore or slope banks to the angle of repose to prevent slides or cave -ins in accordance with Section 02151. Section 02222 COLLIER COUNTY EXCAVATION — EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 2 of 8 16 C2 C. Safety: Whenever an excavation site or trench is left unattended by the CONTRACTOR or when an area is not within 100 feet of observation by the CONTRACTOR, the excavation site or trench shall be filled and /or, at the COUNTY's discretion, protected by other means to prevent accidental or unauthorized entry. Include barricades and other protection devices requested by the ENGINEER or COUNTY, including temporary fencing, snow fencing, or temporary "structure" tape. Such safety items shall not relieve the CONTRACTOR of any site safety requirements or liabilities established by Federal, State and local laws and agencies, including OSHA, but is intended as additional safety measures to protect the general public. D. Hazardous Materials: If encountered, take care of hazardous materials not specifically shown or noted in accordance with Section 01500. E. During excavation and any site work, take storm water pollution prevention measures to ensure that water .quality criteria are not violated in the receiving water body and all state and local regulatory requirements are met. 3.2 STRUCTURE EXCAVATION A. Excavation Size: Provide excavations of sufficient size and only of sufficient size to permit the Work to be economically and properly constructed in the manner and of the size specified. B. Excavation Shape: Shape and dimension the bottom of the excavation in earth or rock to the shape and dimensions of the underside of the structure or drainage blanket wherever the nature of the excavated material permits. C. Compaction: Before placing foundation slabs, footings or backfill, proof roll the bottom of the excavations to detect soft spots. 1. For accessible areas, proof roll with a ten wheel tandem axle dump truck loaded to at least 15 tons or similarly loaded construction equipment. 2. For small areas, proof roll with a smooth -faced steel roller filled with water. or sand, or compact with a mechanical tamper. 3. Make one complete coverage, with overlap, of the area. 4. Overexcavate soft zones and replace with compacted select fill. 3.3 TRENCH EXCAVATION A. Preparation: Properly brace and protect trees, shrubs, poles and other structures which are to be preserved. Unless shown or specified otherwise, preserve all Section 02222 COLLIER COUNTY EXCAVATION — EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 3 of 8 16 trees and large shrubs. Hold damage to the root structure to a minimum. Small shrubs may be preserved or replaced with equivalent specimens. B. Adequate Space: Keep the width of trenches to a minimum, however provide adequate space for workers to place, joint and backfill the pipe properly. 1. The minimum width of the trench shall be equal to at least 3.5 feet or the outside diameter of the pipe at the joint plus 8- inches for unsheeted trench or 12 inches for sheeted trench, whichever is greater. Conform the trench walls to OSHA Regulations. 2. In sheeted trenches, measure the clear width of the trench at the level of the top of the pipe to the inside of the sheeting. C. Depth: 1. Excavate trenches to a minimum depth of 8 inches, but not more than 12 inches, below the bottom of the pipe so that bedding material can be placed in the bottom of the trench and shaped to provide a continuous, firm bearing for pipe barrels and bells. 2. Standard trench grade shall be defined as the bottom surface of the utility to be constructed or placed within the trench. Trench grade for utilities in rock or other non - cushioning material shall be defined as additional undercuts backfilled with crushed stone compacted in 6 -inch lifts, below the standard 8- inches minimum trench undercut. Backfill excavation below trench grade not ordered in writing by the ENGINEER with acceptable Class 1, II or III embedment material to trench grade and compact to density equal to native soil. D. Unstable or Unsuitable Materials: If unstable or unsuitable material is exposed at the level of the bottom of the trench excavation, excavate the material in accordance with the subsection headed "Authorized Additional Excavation ". 1. Remove material for the full width of the trench and to the depth required to reach suitable foundation material. 2. When in the judgment of the ENGINEER the unstable or unsuitable material extends to an excessive depth, the ENGINEER may advise, in writing, the need for stabilization of the trench bottom with additional select fill material, crushed stone, washed shell, gravel mat or the need to provide firm support for the pipe or electrical duct by other suitable methods. 3. Crushed stone, washed shell and gravel shall be as specified in Section 02223. Section 02222 COLLIER COUNTY- EXCAVATION — EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 4 of 8 4. Payment for such trench stabilization will be made under the appropriate Contract Items or where no such items exist, as a change in the Work. E. Length of Excavation: Keep the open excavated trench preceding the pipe laying operation and the unfilled trench, with pipe in place, to a minimum length which causes the least disturbance. Provide ladders for a means of exit from the trench as required by applicable safety and health regulations. F. Excavated Material: Neatly deposit excavated material to be used for backfill at the sides of the trenches where space is available. Where stockpiling of excavated material is required, obtain the sites to' be used and maintain operations to provide for natural drainage and not present an unsightly appearance. G. Water: Allow no water to rise in the trench excavation until sufficient backfill has been placed to prevent pipe flotation. Provide trench dewatering in accordance with Section 02530. 3.4 EXCAVATION FOR JACKING AND AUGERING A. Jacking and Augering Requirements: Allow adequate length in jacking pits to provide room for the jacking frame, the jacking head, the reaction blocks, the jacks,.auger rig, and the jacking pipe. Provide sufficient pit width to allow ample working space on each side of the jacking frame. Allow sufficient pit depth such that the invert of the pipe, when placed on the guide frame, will be at the elevation desired for the completed line. Tightly sheet the pit and keep it dry at..all times. 3.5 ROCK EXCAVATION A. Rock Excavation: Excavate rock within the boundary lines and grades as shown, specified or required. 1. Rock removed from the excavation becomes the property of the CONTRACTOR. Transport and dispose of excavated rock at an off site disposal location. Obtain the off site disposal location. 2. Remove all shattered rock and loose pieces. B. Structure Depths: For cast -in -place structures, excavate the rock only to the bottom of the structure, foundation slab, or drainage blanket. C. Trench Width: Maintain a minimum clear width of the trench at the level of the top of the pipe of the outside diameter of the pipe barrel plus 2 feet, unless otherwise approved. Section 02222 COLLIER COUNTY EXCAVATION — EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 5 of 8 16 D. Trench Depth: For trench excavation in which pipelines are to be placed, excavate the rock to a minimum depth of 8 inches below the bottom of the pipe or duct encasement. Provide a cushion of sand or suitable crushed rock. Refill the excavated space with pipe bedding material in accordance with Section 02223. Include placing, compacting and shaping pipe bedding material in the appropriate Contract Items. E. Manhole Depths: For manhole excavation, excavate the rock to a minimum depth of 8 inches below the bottom of the manhole base for pipelines 24 inches in diameter and larger and 6 inches below the bottom manhole base for pipelines less than 24 inches in diameter. Refill the excavated space with pipe bedding material in accordance with Section 02223. Include placing, compacting and shaping pipe bedding material for manhole bases in the appropriate Contract Items. F. Over - excavated Space: Refill the excavated space in rock below structures, pipelines, conduits and manholes, which exceeds the specified depths with 2,500 psi concrete, crushed stone, washed shell, or other material as directed. Include refilling of over - excavated space in rock as part of the rock excavation. G. Other Requirements: Follow, where applicable, the requirements of the subsections on "Trench Excavation" and "Structure Excavation ". H. Payment: Rock excavation, including placing, compacting and shaping of the select fill material, will be paid for under the appropriate Contract Items or where no such items exist, as a change in the Work. 3.6 FINISHED EXCAVATION A. Finish: Provide a reasonably smooth finished surface for all excavations, which is uniformly compacted and free from irregular surface changes. B. Finish Methods: Provide a degree of finish that is ordinarily obtainable from blade - grade operations and in accordance with Section 02223. 3.7 PROTECTION A. Traffic and Erosion: Protect newly graded areas from traffic and from erosion. B. Repair: Repair any settlement or washing away that may occur from any cause, prior to acceptance. Re- establish grades to the required elevations and slopes. C. It shall be the CONTRACTOR's responsibility to acquaint himself with all existing conditions and to locate all structures and utilities along the proposed utility alignment in order to avoid conflicts. Where actual conflicts are unavoidable, coordinate work with the facility owner and perform work so as to cause as little Section 02222 COLLIER COUNTY EXCAVATION — EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 6 of 8 interference as possible with the service rendered by the facility disturbed in accordance with Section 1045. Repair and /or replace facilities or structures damaged in the prosecution of the work immediately, in conformance with current standard practices of the industry, or according to the direction of the owner of such facility, at the CONTRACTOR's expense. D. Other Requirements: Conduct all Work in accordance with the environmental protection requirements specified in Division 1. 3.8 AUTHORIZED ADDITIONAL EXCAVATION, A. Additional Excavation: Carry the excavation to such additional depth and width as authorized in writing, for the following reasons: 1. In case the materials encountered at the elevations shown are not suitable. 2. In case it is found desirable or necessary to go to an additional depth, or to an additional depth and width. B. Refill Materials: Refill such excavated space with either authorized 2500 psi concrete or compacted select fill material, in compliance with the applicable provisions of Section 02223. C. Compaction: Compact fill materials to avoid future settlement. As a minimum, backfill layers shall not exceed 6- inches in thickness for the full trench width and compaction shall equal 95% of maximum density, or 98% if under paved area of roadway, as determined by using ASTM D 1557. Perform compaction density tests at all such backfill areas with spacing not to exceed 100 feet apart and on each 6 -inch compacted layer. D. Payment: Additional earth excavations so authorized and concrete or select fill materials authorized for filling such additional excavation and compaction of select fill materials will be paid for under the appropriate Contract Items or where no such items exist, as a change in the Work. 3.9 UNAUTHORIZED EXCAVATION A. Stability: Refill any excavation carried beyond or below the lines and grades shown, except as specified in the subsection headed "Authorized Additional Excavation ", with such material and in such manner as may be approved in order to provide for the stability of the various structures. B. Refill Materials: Refill spaces beneath all manholes, structures, pipelines, or conduits excavated without authority with 2500 psi concrete or compacted select fill material, as approved. Section 02222 COLLIER COUNTY EXCAVATION — EARTH AND ROCK. TECHNICAL SPECIFICATIONS Page 7 of 8 16 CZ C, Payment: Refill for unauthorized excavation will not be measured and no payment . will be made therefor. 3.10 SEGREGATION STORAGE AND DISPOSAL OF MATERIAL A. Stockpiling Suitable Materials: Stockpile topsoil suitable for final grading and landscaping and excavated material suitable for backfilling or embankments separately on the site in approved locations. B. Stockpile Locations: Store excavated and other material a sufficient distance away from the edge of any excavation to prevent its falling or sliding back into the excavation and to prevent collapse of the wall of the excavation. Provide not less than 2 feet clear space between the top of any stockpile and other material and the edge of any excavation. C. Excess Materials: Be responsible for transport and disposal of surplus excavated material and excavated material unsuitable for backfilling or embankments at an off site disposal location secured by the CONTRACTOR. 3.11 REMOVAL OF WATER A. Water Removal: At all times during the excavation period and until completion and acceptance of the WORK at final inspection, provide ample means and equipment with which to remove promptly and dispose of properly all water entering any excavation or other parts of the WORK. B. Dry Excavations: Keep the excavation dry, in accordance with Section 02530. C. Water Contact: Allow no water to rise over or come in contact with masonry and concrete until the concrete and mortar have attained a set and, in any event, not sooner than 12 hours after placing the masonry or concrete. D. Discharge of Water: Dispose of water pumped or drained from the Work in a safe and suitable manner without damage to adjacent property or streets or to other work under construction. E. Protection: Provide adequate protection for water discharged onto streets. Protect the street surface at the point of discharge. F. Sanitary Sewers: Discharge no water into sanitary sewers. G. Storm Sewers: Discharge no water containing settleable solids into storm sewers. H. Repair: Promptly repair any and all damage caused by dewatering the Work. END OF SECTION Section 02222 COLLIER COUNTY EXCAVATION — EARTH AND ROCK TECHNICAL SPECIFICATIONS Page 8 of 8 SECTION 02223°_. 16 BACKFILLING PART 1 GENERAL 1.1 SUMMARY A. General Requirements: Backfill all excavation to the original surface of the ground or to such other grades as may be shown or required. For areas to be covered by. topsoil, leave or stop backfill (12) inches below the finished grade. Obtain approval for the time elapsing before backfilling against masonry structures. Remove from all backfill, any compressible, putrescible, or destructible rubbish and refuse and all lumber and braces from the excavated space before backfilling is started. Leave sheeting and bracing in place or remove as the work progresses. B. Equipment Limitations: Do not permit construction equipment used to backfill to travel against and over cast -in -place concrete structures until the specified concrete strength has been obtained, as verified by concrete test cylinders. In special cases where conditions warrant, the above restriction may be modified providing the concrete has gained sufficient strength, as determined from test cylinders, to satisfy design requirements for the removal . of forms and the application of load. C. Related Work Specified In Other Sections Includes: 1.. Section 02110 - Site Clearing 2. Section 02222 — Excavation — Earth and Rock 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM D 1557 - Standard Test Methods for Moisture - Density Relations of Soil and Soil- Aggregate Mixtures Using 10 lb Rammer and 18 in Drop PART 2 PRODUCTS 2.1 BACKFILL MATERIAL - GENERAL A. General: Refer to Utilities Standards and Procedures Ordinance Section 9.1.2 for laying and backfilling requirements. Backfill with sound materials, free from waste, organic matter, rubbish, boggy or other unsuitable materials. Acceptable backfill .shall not contain rocks or stones larger than 2 inches in size. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02223 BACKFILLING Page 1 of 8 16 C2 B. General Materials Requirements: Conform materials used for backfilling to the requirements specified. Follow common fill requirements whenever drainage or select fill is not specified. Determine and obtain the approval of the appropriate test method where more than one compaction test method is specified. C. Classification of Approved Embedment Materials: Embedment materials listed here include a number of processed materials plus the soil types defined according to the Unified Soil Classification System (USCS) in ASTM D2487. These materials are grouped into 5 broad categories according to their suitability for this application. 1. Class I: Angular, 0.25 inch to 1.5 inch (6 to 40 mm) graded stone, including a number of fill materials that have regional significance such as coral, slag, cinders, crushed shells and crushed stone. (Note: The size range and resulting high void ratio of Class I material makes it suitable for use to dewater trenches during pipe installation. . This permeable characteristic dictates that its use be limited to locations where pipe support will not be lost by migration of fine grained natural material from the trench walls and bottom or migration of other embedment materials into the Class I material. When such migration is possible, the material's minimum size range should be reduced to finer than 0.25 inch (6 mm) and the gradation properly designed to limit the size of the voids. An alternative to modifying the gradation is to use a geotextile fabric as a barrier to migration to fines.) 2. Class II: Coarse sands and gravels with maximum particle size of 1.5 inches (40 mm), including variously graded sands and gravels containing small percentages of fines, generally granular and non - cohesive, either wet or dry. Soil Types GW, GP, SW and SP are included in this class. (Note: Sands and gravels, which are clean or borderline between clean and with fines, should be included. Coarse - grained soils with less than 12 percent, but more than 5 percent fines are neglected in ASTM D2487 and the USCS, but should be included. The gradation of Class li material influences its density and pipe support strength when loosely placed. The gradation of Class II material may be critical to the pipe support and stability of the foundation and embedment, if the material is imported and is not native to the trench excavation. A gradation other than well graded, such as uniformly graded or gap graded, may permit loss of support by migration into void spaces of a finer grained natural material from the trench wall and bottom. An alternative to modifying the gradation is to use a geotextile fabric as a barrier to migration of fines.) 3. Class III: Fine sand and clayey (clay filled) gravels, including fine sands, sand -clay mixtures and gravel -clay mixtures. Soil Types GM, GC, SM and SC are included in this class. 4. Class IV: Silt, silty clays and clays, including inorganic clays and silts of medium to high plasticity and liquid limits. Soil Types MH, ML, CH and CL Section 02223 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 2_. of 8 CP are included in this class. (Note: Use caution in the design and selection of the degree and method of compaction for Class IV soils because of the difficulty in properly controlling the moisture content under field conditions. Some Class IV soils with medium to high plasticity and with liquid limits greater than 50 percent (CH, MH, CH -MH) exhibit reduced strength when. wet and should only be used for bedding, haunching and initial backfill in and locations where the pipe embedment will not be saturated by groundwater, rainfall or exfiltration from the pipe. Class IV soils with low to medium plasticity and with liquid limits lower than 50 percent (CL, ML, CL -ML) also require careful consideration in design and installation to control moisture content, but need not be restricted in use to and locations.) 5. Class V: This class includes the organic soils OL, OH and PT as well as soils containing frozen earth, debris, rocks larger than 1.5 inches (40 mm) in diameter' and other foreign materials. Do not use these materials for bedding, haunching or backfill. 2.2 SELECT FILL A. Materials for Select Fill: Use clean gravel, crushed stone, washed shell, or other granular or similar material as approved which can be readily and thoroughly compacted to 95 percent of the maximum dry density obtainable by ASTM D 1557. 1. Allowed Materials: Grade select fill between the following limits: U.S. Standard Sieve Percent Passing By Weight 2 inch 100 1 -1/2 inch 90 -100 1 inch 75 -95 1/2 inch 45 -70 #4 25 -50 #10 15-40 #200 5 -15 2. Unailowed Materials: Very fine sand, uniformly graded sands and gravels, sand and silt, soft earth, or other materials that have a tendency to flow under pressure when wet are unacceptable as select fill. 2.3 COMMON FILL A. Materials for Common Fill: Material from on -site excavation may be used as common fill provided that it can be readily compacted to 90 percent of the Section 02223 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 3 of 8 41511 16 maximum dry density obtainable by ASTM D 1557, and does not contain unsuitable material. Select fill may be used as common fill at no change in the Contract Price. B. Granular Materials On -Site: Granular on -site material, which is fairly well graded between -the following limits may be used as granular common fill: U.S. Standard Percent Passing Sieve by Weight 2 inch 100 #10 50 -100 #60 20 -90 #200 0 -20 C. Cohesive Materials On -Site: Cohesive site material may be used as common fill. 1. The gradation requirements do not apply to cohesive common fill. 2. Use material having a liquid limit less than or equal to 40 and a plasticity index less than or equal to 20. D. Material Approval: All material used as common fill is subject to approval. If there is insufficient on -site material, import whatever additional off -site material is required which conforms to the specifications and at no additional cost. UTILITY PIPE BEDDING A. Gradation for Small Piping: For pipe 18 inches or less in diameter, use pipe bedding of material 90 percent of which will be retained on a No. 8 sieve and 100 percent of which will pass a 1/2 -inch sieve and be well graded between those limits. B. Gradation for Large Piping: For pipe larger than 18 inches in diameter, use the same pipe bedding material as specified for smaller pipe or use a similar well graded material 90 percent of which will be retained on a No. 8 sieve and 100 percent of which will pass a 1 -inch sieve. C. Provide a minimum of six (6) inches bedding material under all gravity sewer piping. In areas where poor soil conditions or rock exist, provide a minimum of six (6) inches of pipe bedding material under water or force main pressure pipe. Section 02223 COLLIER COUNTY BACKFILLING TECHNICAL SPECIFICATIONS Page 4 of 8 J;1 J PART 3 EXECUTION 16 3.1 PRECAST MANHOLE BEDDING A. Bedding Compaction: Bed all precast manholes in well graded compacted, fill. Compact bedding thickness no less than 6 inches for p eca t oncret select manhole bases. e B. Concrete Work Mats: Cast cast -in- place manhole bases and other foundations structures against a 2500 psi concrete work mat in clean and dry excavations. for C• Bedding Placement: Place select fill used for bedding beneath precast bases, in uniform layers not greater than 9 inches in loose thickness, Thoroughly manhole compact in place with suitable mechanical or pneumatic tools to not Less tha 95 percent of the maximum dry density as determined by ASTM D 1557. D. Use of Select Fill: Bed existing underground structures, tunnels, pipes crossing the excavation with compacted select fill material. Plaace bedding d material under and around each existing underground structure, tunnel, conduit or pipe and extend underneath and on each side to a distance equal to the depth o the trench below the structure, tunnel, conduit or pipe.. P f 3.2 PIPE BEDDING AND INITIAL BACKFILL A. Placement: Place backfill for initial pipe backfill from top of bedding o 1 top of pipes in uniform layers not greater than 8 inches in loose thicknss. Tam 9 foot over e under pipe haunches and thoroughly compact in place the backfill with suitable mechanical or pneumatic tools to not less than 98 percent of the maximum density as determined by ASTM D 1557. dry B. Foundation Bedding: Place bedding, to a depth specified by the foundation in wet, yielding or mucky locations. Construct foundation bedding ba removal of the wet, yielding or mucky 'Material and replacement with sufficient Class I material to correct soil instability. C. Stone Placement: Do not place large stone fragments in the e bedding or backfill within 2 feet over or around pipelines, or nearer than 2 feet at any point from any casing pipe, conduit or concrete wall. Y point D. Machine Compaction: Machine Compaction of initial backfill is prohibited adequate cover as deemed by the COUNTY is unless adequate cover be less than 12 inches. provided. In no case shall E. Unallowed Materials: Pipe bedding containing very fine sands and gravels, sand and sift, soft earth, or other materials that haveed tendency to flow under pressure when wet is unacceptable. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section BACKFIL LING lLNG Page 5 of 8 C 2 16 L r'2 3.3 TRENCH BACKFILL General: Bacfill trenches from 1 foot over the top of the pipe, from the top of Back fill or as shown to the bottom of pavement base course, electrical duct bedding p round surface subgrade for lawns or lawn replacement, shown or ree to ed f the existing g or to such other grades as may B. fi Materials: All backfill material shall be acceptable dry materials, and shall be free from cinders, ashes, refuse, vegetable or h rgn the opinion I of the rCOUNTY is stones, or other deleterious material which unsuitable. Depth of Placement Place trench backfill in uniform layers not compacted eater than 12 using C. P inches in {oose thickness and that can equipment to not less than 98 percent of the suitable mechanical or pneumatic ASTM t 15.57. of l maximum dry density as determined by Depth of Placement - Undeveloped Areas: le not specified dorrrequiired, place D. p laced backfill are select fill material or hand -p roved backfill in lifts not exceeding 12 suitable job - excavated material or other eape thickness may be permitted by the inches in loose thickness. Lifts of g compliance with required densities. COUNTY if the CONTRACTOR demonstrates etting, spading, or tamping to When the trench is full, consolidate the backfill by j of the trench ensure complete filling of allow forxconsol'datio of backfilln top approximately 12 inches to a E. Compaction: Compact backfill as a percentaagee standard pxiictom den ASTM optimum moisture content as determined b e by D698 as demonstrated in the following (Mod.) ASTM Area D 1557 98 Around and 1' Min above top of pie 98 Remaining Trench 98 Pavement Sub -Grade and Shoulders (Last 3' of Fill ) 98 Base Material and Pavement 98 Adjacent to Structures Areas not Paved) 98 Under Structures 98 Sub -Base Density Tests: Density tests will be made at the request of the COUNTY. F. Y Deficiencies will be corrected at the expense of the CONTRACTOR. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02223 BACKFILLING Page 6 *of 8 16 C2. G. Dropping of Material on Work: Do trench backfilling work in such a prevent dropping material directly on top of any conduit or pipe through as to vertical distance, 9 any great H. Distribution of Large Materials: Break lumps up and distribute Of crushed rock or lumps which cannot be readily broken up, thrro throughout the 1eass so that. all interstices are solidly filled with fine material. mass 3.4 STRUCTURE BACKFILL A. Use crushed stone underneath all structures, and adjacent to structures Pipes, connections and structural foundations are to be located within this fill. Use crushed stone beneath all pavements, walkways, and railroad tracks, and extend to the bottom of pavement base course or ballast. • Place backfill in uniform layers not greater than 8 inches ' and thoroughly compact in place with suitable a �n loose thickness pneumatic equipment. pproved mechanical or 2. Compact backfill to not less than 95 percent of the maximum d den i determined by ASTM D 9557. rY sty as B, Use of Common Fill: Use common granular fill adjacent to not specified above. Select fill may be- used in plac of comm nnuaes iln' -my areas additional cost. e 1• Extend such backfill from the bottom of the excavation or top of'beddi g to the bottom of subgrade for lawns or lawn replacement, the top of previously existing ground surface or to such other grades as may be shown or required. 2• Place backfill in uniform layers not greater than 8 inches in loose and thoroughly compact in place with suitable equipment, as specified above. 3• Compact backfill to not less than 90 percent of the determined by ASTM D 15 maximum d 57. ry density as 3.5 COMPACTION EQUIPMENT A. Equipment and Methods: Carry out all compaction with suitable equipment and methods. approved • Compact clay and other cohesive material with sheep's -foot rollers or si equipment where practicable. Use hand held pneumatic tampers elsewhere for compaction of cohesive fill material. re COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02223 BACKFILLING Page 7 of 8 vibrato act low cohesive soils with pneumatic -tire rollui meor ntaelgsewhere for 2, Comp racticable. Use small vibratory eq p equipment where p compaction of cohesionless fill material. 3. Do not use heavy compaction equipment over pipelines or the load structures, unless the depth of fill is sufficient to adequately distribute 3.6 FINISH GRADING the A. Final Contours: Perform finish grading in accordance fo ma ion wit h �empainingcnat� aI elevations and grades shown and blend into ground surfaces- 1 . Leave all finished grading surfaces smooth and firm to drain. 2. Bring finish grades to elevations within plus or minus 0.10 foot of elevations or contours shown. radin outside of building or structure lines in a B. Surface Drainage: Perform g 9 necessary or manner to prevent accumulation of water within Water will be carted to drainage ma to ensure that where shown, extend finish grading ditches, and the site area left smooth and free from depressions holding water. 3.7 0 Muz 0 C. RESPONSIBILITY FOR AFTERSETTLEMENT depression Aftersettlement Responsibility: Take re{ oa sett settlement within correcting e year after the which may develop in backfilled areas work is fully completed. Provide, as needed, backavement base. fill material, p e lacement, permanent pavement, sidewalk, the necessary reconditioning rp replacement, and fawn replacement, an Pe rade as approved. and restoration work to bring such depressed areas toproper 9 INSPECTION AND TESTING OF BACKFILLING methods in Provide sampling, testing, and laboratory Sampling and Testing: ecifcation. Subject all backfill accordance with the appropriate ASTM Standard Sp to these tests. removal areas of unsatisfactory compaction by Correction of Work: Correct scarifying, aerating or sprinkling as needed and and replacement, or by recompaction in place prior to placement of a new lift. Testing Schedule: 1. Compaction Schedule 2 Optimum Moisture C E Test) ND OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02223 BACKFILLING Page 8of8 SECTION 02226 JACKING 16 C2 , AUGERWG AND MINING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Pipeline installation in casing pipe beneath highways, railroad and other structures may be installed by jacking and augering or by jacking and mining. B. Related Work Specified in Other Sections Includes: 1. Section 02151 — Shoring, Sheeting and Bracing 2. Section 02222 - Excavation - Earth and Rock 3• Section 03310 — Concrete, Masonry, Mortar and Grout 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM C 76 - Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe 2. ASTM A 139 - Specification for Electric- Fusion (Arc) - Welded Steel Pipe (NPS in 4 in. and Over) 3• OSHA PL -91 -596 - Occupational Safety Health Act of 1970 Public Law .91 -596 1.3 SUBMITTALS 1.4 A. Provide all submittals, including the following, as specified in Division 1. 1 • Working drawings of the jacking pipe, jacking frame, jacking head, reaction blocks, sheeting, including design calculations and the complete jacking installation. 0 2. Necessary permit applications and approvals by the appropriate authority. DELIVERY, STORAGE AND HANDLING Deliver, store and handle all products and materials as specified in Division 1. COLLIER COUNTY Section 02226 TECHNICAL SPECIFICATIONS JACKING, AUGERING AND MINING Page 1 of 6 PART 2 PRODUCTS 2.1 MATERIALS 16 �2 A. General: Use one of the following for casing piping. 1, Spiral Weld or smooth wall steel pipe, eeS,z'e and wall and th ckness shat Sbe as 139, Grade B. The minimum casing pip shown in the following table, for the carrier conpiderationsaobtain approval from included therein, or for special design Collier County Utilities. For PVC DIP and HDPE Pressure Carrier P Carrier Pie p Casing Pipe 9 Casing Pipe Wall Thickness Nominal Size Nominal Diameter Inches Inches Inches 0.250. 2 2 10 14 0.250 10 16 0.250 6 16 0.250 8 10 20 0.250 0.312 12 24 28 0.312 14 30 0.312 16 34 0.375 18 36 0.375 20 42 0.500 24 For Gravity Sewer Carrier Pipes Carrier Pipe P Casing Pie g P Casing Pipe Nominal Size Nominal Diameter Inches _Inches Inches Inches 8 14 16 0.250 10 20 0.250 12 24 0.312 15 26 0.312 18 30 0.312 21 32 0.375 24 36 0.375 27 B. Fill Material: Use fill material consisting of 1 -114p pounds Bentonite per gallon of water during jacking to fill any voids between pipe COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02226 JACKING, AUGERING AND gMINING 6 PART 3 EXECUTION 3.1 INSTALLATION A. Casing Pipe: 16 C 2 1. Install all casing pipe in accordance with the manufacturer's recommendations and approved shop drawings and as specified in Division 1. 2. The provisions of this section shall represent the minimum standards for the installation of casing pipe for sewer force main or water main pipeline. 3. Install all sewer force mains and water mains in a casing-to be placed under all - present and future Collier County Department of Transportation & Engineering. roadways.. Conform steel casing requirements of Collier County DOT. All work and materials shall be subject to inspection by DOT. Restore the Department's property and surface conditions to the original condition in keeping with the Department's specifications and standards. 4. In general, install all underground sewer force mains and water mains crossing all existing Collier County roadways, Florida State Highways and railroads within steel casing pipe extending at least five (5) feet beyond pavement edge. Obtain specific crossing requirements in advance from the authority having jurisdiction. 5. Submit the necessary permit documents and data to the appropriate authority and receive approval thereof. Maintain traffic on the roadway and keep all workmen and equipment clear of the travelway during the work. Comply with all Federal, State and County. safety regulations and any perm it(s). 6. Locate casing pipes crossing under County roadways at suitable approved alignments in order to eliminate. possible conflict with existing or future utilities and structures with a minimum 30 inches depth of cover between the top of the casing pipe and the surface of the roadway. Conduct operations in such a manner as not to create hazardous conditions or impede traffic flow. 7. For casing pipe crossing under roadways, railroads, or other installations not within the jurisdiction of Collier County, comply with the regulations of said authority in regard to design, specifications and construction. State Highway casing installations shall be as specified in the FDOT, "Utility Accommodation Guide ", and for railroads, the American Railway Engineering Association, Part 5, Section 5.2, "Specifications for Pipelines Conveying Nonflammable Substances ", shall be applicable. However, in no COLLIER COUNTY Section 02226 TECHNICAL SPECIFICATIONS JACKING, AUGERING AND MINING Page 3 of 6 6 2 case shall the minimum casing pipe diameter and wa I thickness, for a specific carrier pipe size, be less than that specified above. g. Use a simultaneous and continuous installation of any dry boring and jacking operation until the casing pipe is in final position. Maintain correct line and grade. Use full -ring welded add -on sections of casing pipe, developing water -tight total pipe strength joints. Use pipe lengths of at least 18 feet. Produce no upheaval, settlement, voids, cracking, movement oridi for ilo of n the existing roadbed or other facilities during the casing voids with 1:3 portland cement grout at sufficient pressure for roadway protection.' Following placement of the carrier pipe within the steel casing, install masonry plugs at each °while allowingplugs internal drainage. suitable for restraining the external earth load, g_ Mechanically bore casing pipe holes through the soil by a cutting head on a Of continuous auger mounted-inside the. rpipe' e tend the auger r a maxo voids 2 inches beyond the end of the casing pipe outside the pipe shell. Auger should not be of a greater diameter than the outside diameter of the encasement. 10. Adequately protect the casing pipe to prevent crushing or other damage the under jacking pressures. Provid °p of the so latoryotherbdamage. jack thrust without causing deformation Replace damaged casing pipe if not installed; however, if installed, abandon encasement pipe in place, suitably plug, and install an alternate installation, as directed by the COUNTY. 11. In the event of obstruction, withdraw auger, cut and cap excess pipe and fill void with 1:3 portland cement grout under sufficient pressure 12. Excavate and maintain required boring or jacking pits or shafts to the minimum dimension. Adequately barricade, sheet, brace and dewater excavation as required. ons is 13. Deviation from approved jack and bo methods atbthe eove the grounds for work stoppage and line replacement CONTRACTOR. B. Casing Spacers: 1, Use Cascade Stainless Steel Casing preferred method pproved ng the equal, center and restrained as the pr er pipe Use skids installed 7 feet or less center. ds w After the either carrier wall of brick tested for leakage, block the casing en masonry with a weep hole installed near the bottom of each wall or Cascade Model CCES End Seals with stainless steel bands. Upsizing casings may COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02226 JACKING, AUGERING AND POMIN of 6 be required for PVC push on pipe with EBAA restrained bells. No extra payment will be made for this upsizing. 2. The minimum casing pipe inside diameters needed for restrained Pipe are as follows: carrier MINIMUM CASING PIPE INSIDE DIAMETER NEEDED RESTRAINED CARRIER PIPE DUCTILE IRON MEOCHAN NT UG RESTRAINT EBAA Product Nominal Carrier Pi a S ize !n. Diameter (in.) Min. Casin g ID 1104 4 9.90 in. 1106 6 13 1108 8 12.00 15 1110 10 14.15 17 1112 12 16.20 19 1114 14 18.30 21.5 1116 16 20.94 23.5 1118 18 22.90 25.5 1120 20 25-00 28 1124 24 27.10 30 1130 32.64` 30 35 1136 38.87 36 41 1142 42 45.17 48 1148 55.57 4$ 58 61.87 64 PVC PUSH ON PIPE WITH EBAA EBAA Product RESTRAINED BELLS Nominal Carrier Pipe Size in. Diameter (in.) Min. Casing ID 1504 1506 4 6 10.13 in. 12.5 1508 8 12.63 15 1510 10 15.50 18 1512 12 17.73 20 11 14H 21.25 14 24 11 16H 24.25 16 26.5 1120HV 20 26.50 28.5 1124HV 24 31.00 34 1130HV 35.50 30 38 42.38 45 C. Augering: Conduct augering with the proper the carrier pipe and equipment and procedure the casin such that without disturbing the adjacent earth. Submit allsequipmenthandpro grades prior approval. procedures r p dures for COLLIER COUNTY Section 02226 TECHNICAL SPECIFICATIONS JACKING, AUGERING AND MINING Page 5 of 6 16 C2 D. Hand Mining: Conduct hand mining only in casings that are sufficiently large enough to permit such operation. Provide adequate fresh air supply within the casing pipe and conduct all operations in a Health Regulathons QoreConstruction U.S. Department of Labor Safety and promulgated under the Occupational Safety and Health Act 7 1970 (PL- 91-596). E. Jacking Pit: Make the jacking pit of adequate length to provide room for the jacking frame, the jacking head, the reaction blocks, the jacks, auger rig, and the each jacking pipe. Make the pit sufficiently wide of alt slush working he nverinof the side of the jacking frame. Make the P pipe, when placed on the guide frame, hwith Sect on 02222. ed for the completed line. Provide excavation in co nformance F. Sheeting: Sheet the jacking pit tightly and keep it dry at all times. Conform sheeting to Section 02151. Have complete Professional Engineer registered in the the jacking pit sealed and submitted by a State of Florida. G. Jacking Frame: Use a jacking frame that applies a uniform pressure over the entire pipe wall area of the pipe to be jacked. H. to Reaction Blocks: Use reaction blocks designed to carry a manner as the acks any the soil without excessive soil- deflection and m such disturbance of adjacent structures or utilities. e to hold j, Operation: Use hydraulic jacks in the jacking e excavation at the headingrmanually the pipe to exact line and grade. Advance th or with an auger. Do not allow the advance earth outs de the Iasi ahead d of the casing pipe. Make every effort to avoid loss J. Safety Railing: Provide a safety railing all around the top of the pit at all times. K. Restore property and surface conditions to stthe original condition in accordance with Collier County DOT specifications and L. Carrier Pipe: joint restrained pipe for the entire water main or force main pipe length Utilize inside the casing. Use special supporting of the carrier pipe within the casing with a design approved by the COUNTY. END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02226 JACKING, AUGERING AND P9 I6NIo 6 I SECTION 02230 16 C2 ROADWAY CROSSINGS BY OPEN CUT PART 1 GENERAL 1.1 SCOPE OF WORK Provide all labor, materials, equipment, supervision and incidentals required to install the pipeline as shown on the Drawings in Collier County Streets by method of open cut. Note: Open cutting of existing pavement will generally not be allowed, but may be considered under one or more of the following conditions: a) Subsurface obstructions including rock; b) Extreme high .water tabu c) Limited space for jack and bore pits; d) Condition of roadway surface including imminent resurfacing and rebuilding, provided inspection and approval beforehand is made by the affected Transportation Department; or e) Extreme economic hardship is proven with adequate supportive data. 1.2 SUBMITTAL A. Submit shop drawings to the ENGINEER for review. B. Before starting work, submit to the Collier County Department of Transportation, with copy to the ENGINEER, a detailed schedule of his operations a minimum of fourteen (14) days prior to beginning work for approval. This shall include, but not describing materials and traffic control methods pto be ,u and drawings and Lists relieve the CONTRACTOR of his obligation to provide a safe and proper lcrossling t C. If a detour is required, submit a traffic control plan for approval to Collier Count and /or the Florida Department of Transportation. y D. Submit a plan for maintenance of traffic in accordance with Index 600 through 650 of the Florida Department of Transportation Specifications. PART 2 PRODUCTS 2.1 MATERIALS A. Use materials specified in other applicable portions of this Specification COLLIER COUNTY Section 02230 TECHNICAL SPECIFICATIONS ROADWAY CROSSINGS BY OPEN CUT Page 1 of 4 16 PART 3 EXECUTION 3.1 GENERAL nsions for open cutting of road crossings are shown on the Standard A. Trench dime Details. B. Where possible, limit the completion with the approved tdraffic control plan. 4 -hour period. Perform all work in accordance C. Notify Collier County DOT forty -eight (48) hours in advance of starting construction. 3,2 INSTALLATION A. Temporary Roadways 1. For temporary roadways required foet {emicoeary roadways when crossing a the requirements of the FDOT. Use state highway right -of -way or at the direction of the ENGINEER. 2. Maintain temporary roadways in good condition throughout their use. 3. Maintain drainage through all existing ditches by the use of culvert pipe as necessary. 4. Submit drawings indicating the type and location of temporary roadways for approval prior to beginning work. 5. Provide all necessary barricades and signs here detours are DOT required to divert the flow of traffic. Notify ENGINEER in advance of planned detour the While odff traffic s detoured, imize expedite construction operations to m 6. Perform and complete all work at the roadway crossing in a manner fully satisfactory to Collier County DOT. B. Maintenance of Traffic 1. The requirements specified herein are in addition to the plan for Maintenance of Traffic as specified in Sections 01041 and 01570. State 2. Furnish during construction and any subsequent maintenance proper signs, within s gnat secondary road right -of -ways and Collier evices for thstreets, oteption of traffic all in lights, flagmen, and other warning p and Safe conformance with the latest Manual on Manual of Traffi c Traffic Conttroll and Safe Streets and Highways, and the Florida Practices for Street and Hi hw truction be obtained FDtOT Operations. Information as to the above Section 02230 ROADWAY CROSSINGS BY OPEN age 2 U4 COLLIER COUNTY TECHNICAL SPECIFICATIONS Division engineers. The ENGINEER, County Engineer, or of the right -of -way of their representatives reserves the right to stop any work for non - compliance. y 3• Take precautions to prevent injury to the public due to open trenches. Night watchmen may be required where special hazards exist, or police prof ct on provided for traffic while work is in progress. Be fully responsible for damage or injuries whether or not police protection has been provided. - 4. Unless permission to close a County street is received in writing from the proper authority, place all excavated material so that vehicular and pedestrian traffic may be maintained at all times. Repair the road surface, provide temporary ways, erect wheel guards or fences, or take other measures for safety satisfactory to the ENGINEER if the CONTRACTOR's operations cause traffic hazards. 5. Be fully responsible for the installation of adequate safety precautions, for maintenance of the channelization devices, and for the protection of the traveling public. 6• Maintain at all open cut crossin s, g a minimum of one -way traffic during the daylight hours, and two -way traffic at night. C. Installation of Pipeline • Meet the requirements of the applicable portions of this specification for pavement removal, sheeting, shoring and bracing, excavation and backfill, and dewatering. 2. Install the pipe in accordance with Division 2 of these Specifications. 3• Backfiil the trench in accordance with the requirements of Section 02221. 4. Replace pavement in accordance with Section 02575 Speci of this Specification. END OF SECTION COLLIER COUNTY Section 02230 TECHNICAL SPECIFICATIONS ROADWAY CROSSINGS BY OPEN CUT Page 3 of 4 COLLIER COUNTY TECHNICAL SPECIFICATIONS NO TEXT FOR THIS PAGE Section 02230 ROADWAY CROSSINGS BY Page 4 of 4 i SECTION 02275 L" n UV- NPDES REQUIREMENTS FOR CONSTRUCTION ACTIVITIES IMPACTING MORE THAN ONE ACRE PART 1 GENERAL 1.1 DESCRIPTION A. This Section describes the required documentation to be prepared and signed by the CONTRACTOR before conducting construction operations, in accordance with the terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Stormwater Permit, as required by Florida Administrative Code F.A Chapter 62 -621. ( C.} B. The CONTRACTOR shall be for responsible for implementation, maintenance and inspection of stormwater pollution prevention control measures in accordance with F.A.C. Chapter 62 -621 including, but not limited to, erosion and sediment control, stormwater management plans, waste collection and disposal, off -site vehicle tracking, and other practices shown on the Drawings and/or specified elsewhere in this or other specifications. The stormwater pollution prevention control measures shall include protection of offsite public and private stormsewer facilities potentially impacted during construction. Stormwater facilities include streets, inlets, pipes, ditches, swales, canals, culverts, control structures, and detentionlretention areas. C. The CONTRACTOR shall prepare and review implementation of the Stormwater Pollution Prevention Plan (SWPPP) in a meeting with the COUNTY prior to start of construction. 1.2 UNIT PRICES A. Unless indicated in the Unit Price Schedule as a pay item, no separate payment will be made for work performed under this Section. Include cost of work to be performed under this Section in pay items of which this work is a component. 1.3 REFERENCE DOCUMENTS A. ASTM D3786 — Standard Test Method for Hydraulic Bursting Strength for Knitted Goods and Nonwoven Fabrics B. ASTM D4632 — Standard Test Method for Grab Breaking Load and Elongation of Geotextiles COLLIER COUNTY TECHNICAL SPECIFICATIONS NPDES REQUIREMENTS FOR CONSTRUCTION ACTIVITIES IMPACTING MORE THAN ONE ACRE Page 1 of 8 '16 PART 2 PRODUCTS — NOT USED PART 3 EXECUTION 3.1 NOTICE OF INTENT (NOi) A. Fill out, sign and date a Notice of Intent GActivtieser (FDEP Storm Fo wate 62r Discharge from Large and Small Construction 621.300(4)(b)). Submit the signed copy of the NOI to the COUNTY. The COUNTY will submit the completed form to the FDEP along with the required permit fee. 3.2 CERTIFICATION REQUIREMENTS A. On the attached OPERATOR'S INFORMATION form, l or firms responsible for and telephone number for the CONTRACTOR, persons maintenance and inspection of erosion and sediment control measures, and all Subcontractors. B. The CONTRACTOR and Subcontractors named in the Operator's information form shall read, sign and date the attached CONTRACTOR'S /SUBCONTRACTOR'S CERTIFICATION form. C. The persons or firms responsible for maintenance and i inspection Lion of erosion and EROSION sediment G��trol measures shall read, sign and CONTROL ' CONTRACTOR'S INSPECTION AND MAINTENANCE CERTIFICATION form. D. Submit all forms to the COUNTY before beginning construction. 3.3 RETENTION OF RECORDS A. Retain a copy of the SWPPP at the construction te of project completion. Contractor's office from the date that it became effective to B. At project closeout, submit to the COUNTY ail forms certifications, as well as a copy of the SWPPP. Sto mwter pollution prevention records will be ears from the date of project retained by the COUNTY for a period of three (3) y completion. 3.4 REQUIRED NOTICES A. The following notices shall be posted from the date that the SWPPP goes into effect until the date of final site stabilization: Section 02275 NPDES REQUIREMENTS FOR CONSTRUCTION COLLIER COUNTY TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN Page 2 of 8 16 C2 1 h copy of the submitted NOI and a brief project description, SWPPP, shall be posted at the construction ite and given at the CONTRACTOR'S office in a prominent place for public viewing. 2. Notice to drivers of equipment and vehicles, instructing them to stop, check and clean tires of debris and mud before driving onto traffic lanes. Post such notices at every stabilized construction exit area. 3. Post a notice of waste disposal procedures in an easily visible location on site. 4• Notice of hazardous material handling and emergency procedures shall be posted with the NOI on site. Keep copies of Material Safety Data Sheets at a location on site that is know to all personnel. 5. Keep a copy of each signed certification at the construction site an the CONTRACTOR's office. d at REQUIRED FORMS FOLLOW COLLIER COUNTY NPDES REQUIREMENTS FOR CONSTRUCTION TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN ONE ACRE Page 3 of 8 16 C 2 ------------------- OPERATOR'S INFORMATION Owner's Name and Address: Contractors' Names and Addresses General Contractor: Site Superintendent: Erosion Control and: Maintenance Inspection Telephone: Telephone: Telephone: Collier County Public Utilities Engineering Department 3301 East Tamiami Trail Naples, Florida 34201 (239)530 -5335 Subcontractors' Names and Addresses: Phone: COLLIER COUNTY TECHNICAL SPECIFICATIONS Phone: Section 02275 NPDES REQUIREMENTS FOR CONSTRUCTION ACTIVITIES IMPACTING MORE THAN ONE Pe 4 of 8 AID CONTRACTOR'S / SUBCONTRACTOR'S CERTIFICATION l certify under penalty of law that 1 understand the terms and conditions of Florida's National Pollutant Discharge Elimination System ( NPDES) Construction General Permit that authorizes storm water discharges associated with activity from the construction site identified as art of this certification, and that I have-received a copy of the SWPPP, p Signature: Name: (printed or typed) Title: Company: Address: Signature: Name: (printed or typed) Title: Company: Address: Signature: Name: (printed or typed) Title: Company: Address: COLDER COUNTY TECHNICAL SPECIFICATIONS NPDES REQUIREMENTS FOR CONSTRUCTION ACTIVITIES IMPACTING MORE THAN ONE ACRE Page 5 of 8 16 EROSION CONTROL MAINTENANCE CONTRACTOR'S INSPECTION AN CERTIFICATION C2 ional I certify under penalty of law that I understand the uctlon General Permitdthat autthorizes Pollutant Discharge Elimination System (NPDES) Const storm water discharges associated with activity from thSWPPPuction site identified as part of this certification, and that I have received a copy o Signature: Name: (printed or typed) Title: Company: Address: Date: Section 02275 NPDES REQUIREMENTS FOR CONSTRUCTION COLLIER COUNTY ACRE TECHNICAL SPECIFICATIONS ACTIVITIES IMPACTING MORE THAN OP ge 6 of 8 l Z J h- aW Z O O °- t= W tr wW . >0 W Z az 0z a O z aQ wz ao U W O Z. t- o L U. O U (0 U 0 O N1 CL ,O S p 16 r �ZW2 o _D W , �1�0no t�ZZ Z� Ol Uf- O� O H� W U (3 2 WC) W W ; w ~ °� zQ co z O 4 L Q DU) O -j . U Q jr U J = J 0 COLLIER COUNTY TECHNICAL SPECIFICATIONS END OF SECTION Im Section 02275 NPDES REQUIREMENTS FOR CONSTRUCTION ACT1\ATTIES IMPACTING ,MORE THAN OPeN�E ACRE oRB SECTION 02276 16 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE INCLUDING CONSTRUCTION REQUIRING DEWATERING PART 1 GENERAL 1.1 DESCRIPTION A. The work specified in this Section consists of designing, providing, maintainin and removing temporary erosion -and sedimentation controls as necessary. g B. Temporary erosion controls include, but are not limited to rip rap channels, road stabilization, grassing, mulching, setting, watering, and reseeding onsite surfaces and spoil and borrow area surfaces and providing interceptor ditches at ends of berms and at those locations which will ensure that erosion during construction will be either eliminated or maintained within acceptable limits as established by the COUNTY. C- Temporary sedimentation controls include, but are not limited to, silt dams, traps, barriers, public and private on- and off -site storm sewer inlets protectors, and appurtenances at the foot of sloped surfaces which will ensure that sedimentation Pollution will be either eliminated or maintained within acceptable limits as established by the COUNTY. D. If required by regulation or COUNTY, CONTRACTOR is responsible for providing an approved Erosion Control Plan for effective temporary erosion and sediment control measures during construction or until final controls become effective. 1.2 REFERENCE DOCUMENTS A. South Florida Building Code and Standard Building Code. PART 2 PRODUCTS 2.1 EROSION CONTROL A. Sodding and Seeding is specified in Section 02400. B. Rip Rap Channel. COLLIER COUNTY TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR TECHNICAL SPECIFICATIONS CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, INCLUDING CONSTRUCTION REQUIRING DEWATERING Page 1 of 6 gift 16 C C. Road Stabilization. D. Netting - fabricated of material acceptable to the COUNTY. 2.2 SEDIMENTATION CONTROL A. Temporary Sediment Trap. B. Sediment Fence. C. Bales - clean, seed free pine needle or cereal hay type. D. Netting - fabricated of material acceptable to the COUNTY. E. Filter Stone - crushed stone conforming to Florida Department of Transportation specifications. F. Concrete Block - hollow, non - load - bearing type. G. Concrete - exterior grade not less than one inch thick. PART 3 EXECUTION 3.1 EROSION CONTROL A. Minimum procedures for grassing are: 1. Scarify slopes to a depth of not less than diameter inches and deb move large clods, rock, stumps, roots larger than 112 in 2. Sow seed within twenty- four ( 24 hours after the ground is scarified with ) either mechanical seed drills or rotary hand seeders. 3. Apply mulch loosely and to a thickness of between 314 inch and 1 -112 inches. 4. Apply netting over mulched areas on sloped surfaces. e sprouting of 5. Roll and water seeded areas in a manner exhibit unsatisfactory growth seeds and growing of grass. Reseed ar eas that (less than 70 percent coverage). Backfill and seed eroded areas, removing eroded material from effected drainage facilities. B. Minimum procedures for rip rap channel are: 1. Clear the foundation of all trees, stumps, and roots_ Section 02276 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR .COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE,:.. COLLIER TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWPeA9 E2 c1NG6 16 2. Excavate the bottom and sides of the channel 30 inches below grade at all points to allow for the placement of riprap as shown in the typical cross- section in the Standard Details. 3. Install extra strength filter fabric on the bottom and sides of the channel foundation, placing the upstream fabric over the downstream fabric with at least a 1 foot overlap on all joints. The fabric is to be securely held in place with metal pins. 4. Place riprap evenly to the lines and grades shown on the drawings and staked in the field. Place riprap immediately following the installation of the filter fabric. 5. Riprap shall meet the specification for F.D.O.T. Class 2 Riprap. 6. Restore all disturbed areas in accordance with a vegetation plan submitted in advance and approved by the COUNTY. C. Minimum Procedures. for road stabilization are: 1 • Clear roadbed and parking areas of all vegetation, roots and other objectionable material. 2. Provide surface drainage. 3. Spread 6 inch course of lime rock evenly over the full width of road and parking area and smooth to avoid depressions. 4. After grading, seed or resod all disturbed areas adjoining roads and parking areas conforming to existing conditions prior to construction. 3.2 SEDIMENTATION CONTROL A. Install and maintain silt dams, traps, barriers, and appurtenances as required. Replace deteriorated hay bales and dislodged filter stone. 13. Minimum requirements for sediment trap: 1. Clear, grub and strip the area under the embankment of all vegetation and root mat. 2. Clear retention area to elevation as approved by the COUNTY. 3. Use fill material free of roots, woody vegetation and organic matter. Place fill in lifts not to exceed 9 inches and machine compact. TEMPORARY EROSION AND SEDIMENTATION Section CONTROL FOR COLLIER COUNTY . CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWATERING Page 3 of 6 1.6 4. Construct dam and stone spillway to dimensions, slopes and elevations shown. 5. Ensure that the spillway crest is level and at least 18 inches_ below the top of the dam at all points. 6,' Stone used for spillway section - Class "B" erosion control stone. 7. . Stone used on inside spillway face to control drainage - #67 washed stone. 8. Extend stone outlet section to vegetated road ditch on zero grade with top elevation of stone level with bottom of drain. g. Ensure that the top of the dam at all points is 6 inches above natural surrounding ground. 10. Stabilize the embankment and all disturbed area above the sediment pools as shown in the vegetation plan. C. Minimum requirements for sediment fence: revent 1. Construct sediment fence on low side aina topsoil o system. Fence to pextend sediment from being washed into the 9 around approximately 70 percent of the perimeter of the stockpil Fe i s must be unobstructed so as to maintain a minimum of 75 percent design flow rate. 2. Locate posts down slope of fabric to help support fencing. 3. Bury toe of fence approximately 8 inches deep to prevent undercutting. 4. When joints are necessary, securely fasten the fabric at a support post with overlap to the next post. of 5. Filter fabric shah be of nylon, p ester, propylene or ethylene yarn with y extra strength — 50 pounds per lieminute.(Fabric should tlontain ultraviolet of at least 0.30 gallons per foot per ray inhibitors and stabilizers. 6. Post to be 4 -inch diameter pine with a minimum length of 4 feet. Section 02276 TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR COLLIER COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING D page 4 of 6 1.6 D. Minimum Requirement for stormwater facilities protection 1. Public and private storm sewer facilities, both Protected at all inlets affected by construction. n Storm es t wer facilities include streets, inlets, pipes, ditches, swales, canals, culverts, control structures, and detention /retention areas. 2. Grated drop inlets shall be rapped with filter fabric in a manner that allows removal of accumulated sediment from the fabric before removing the grate. 3. Curb inlets shall be protected from sediment, turbid water from stormwater or dewatering activities; also construction debris, concrete mix and rinsate, and any other pollution. 4. Stormwater runoff entering such stormsewer inlets and stormwater detention /retention facilities with a turbidity greater than 50 NTU shall be considered to be in non - compliance with these regulations. 3.3 PERFORMANCE A. Should any of the temporary erosion and sediment control measures employed fail to produce results which comply with the requirements of the State of Florida, immediately take steps necessary to correct the deficiency at no expense to the COUNTY. Sedimentation or turbid water violations to stormwater facilities on or offsite shall require the contractor to remove all sediment from the affected facilities. END OF SECTION TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR COLLIER COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWATERING Page 5of6 16 NO TEXT FOR THIS PAGE Section 02276 - TEMPORARY EROSION AND SEDIMENTATION CONTROL FOR COLLIER COUNTY CONSTRUCTION ACTIVITIES IMPACTING LESS THAN ONE ACRE, TECHNICAL SPECIFICATIONS INCLUDING CONSTRUCTION REQUIRING DEWP2A�TE6 IN 6 SECTION. 02300 HORIZONTAL DIRECTIONAL DRILLING PART 1 GENERAL DESCRIPTION OF REQUIREMENTS A. Provide all necessary tools, materials, labor, supervision and equipment to successfully complete the installation of directionally drilled piping as specified herein and shown on the drawings. B. Furnish all items necessary to perform the horizontal directional drilling operation and construct the pipe to the lines and grade shown on the drawings. C. Use techniques of creating or directing a borehole along a predetermined path to a specified target location. Use mechanical and hydraulic deviation equipment to change the boring course and use instrumentation to monitor the location and orientation of the boring head assembly along a predetermined course. D. Accomplish drilling with fluid- assist mechanical cutting. Use a mixture of bentonite and water or polymers and additives. Use bentonite sealants and water to lubricate and seal the mini-tunnel- Use minimum pressures and flow rates during drilling operation as not to fracture the sub -grade material around and or above the bore. E.. Utilize small diameter fluid jets to fracture and mechanical cutters to cut and excavate the soil as the head advances forward. F. install an offset section of drill stem that causes the cutter head to turn eccentrically about its centerline when it is rotating for steering. When steering adjustments are required, rotate the cutter head offset section toward the desired direction of travel and advance the drill stem forward without rotation. G. Drill a 2 -inch to 3 -inch diameter pilot hole using the mobile drilling system launched from the surface at an inclined angle. Enlarge the pilot hole with reamers as required. 1.2 REFERENCE STANDARDS A. See Section 02620 for casing and carrier pipe diameter requirements. B. American Association of State Highway and Transportation Officials AASHTO C. Occupational Safety and Health Administration (OSHA). COLLIER COUNTY Section 02300 TECHNICAL SPECIFICATIONS HORIZONTAL DIRECTIONAL DRILLING Page 1 of 6 1.3 DEFINITIONS A. CONTRACTOR's Construction Drawings shall tlfined a drawn by Which the CONTRACTOR proposes to construct, operate, referenced item. Submit Construction Drawings for purpose in of providing gisthn sufficient details to verify that the accordance with the intent of the design. 1.4 SUBMITTALS A. The ENGINEER will base the review of submitted itarle ads toata.. publ c, requirements of the completed work, safety of the work g s and potential for damage to pubic or private sarilitiaela and n the other execut on tof theeWork. facilities, and the potential for unnecessary Y Such .review shall not be construed to relieve Do notecomOmenc CONTRACTOR k any way of items his responsibilities under the contract. requiring CONTRACTOR's Construction Drawings accepted ted or t other submER s until the drawings and submittals are reviewed a P B. The CONTRACTOR shall: 1. Submit for review complete construction drawings method and/or of co spructionriand description identifymg details of the proposed the sequence of operations o performed construction, The as required drawings and by the method o descriptions shall be sufficiently detailed demonstrate meet the th i emen sEof that the proposed materials and procedures this specification. Submit arrangement drawings and technical including any specifications of the machine and trailing equipment of (machine and a modifications), three -year experience record with this type copy of the manufacturer's operation manual for the machine. 2. Submit CONTRACTOR's Construction Drawings for the following items. a. Complete details of the equipment, methods and procedures to be used, including but not limited to primary lining installation, timing of - installation in relation to the excavation plan and sequence, bulkheads, etc. b. Grouting techniques, including equipment, pumping procedures, pressure grout types, mixtures and plug systems. C. Method of controlling line and grade of excavation. d. Details of muck removal, including equipment type, number, and disposal location. Section 02300 HORIZONTAL DIRECTIONAL D RIILL IoNf 6 COLLIER COUNTY Page TECHNICAL SPECIFICATIONS I6 C2 e. Proposed contingency plans for critical phases and areas of directional drilling, including repair of any existing utilities damaged during construction. C. Quality Control Methods. Submit a description of quality control methods at least 10 days prior to the start of directional drilling to the ENGINEER. The submittal shall describe: 1. Procedures for controlling and checking line and grade. 2. Field forms for establishing and checking line and grade. D. Safety. Submit procedures including, but not limited to, monitoring g for gases es E. Submit hazardous chemical list as well as all MSDS and - technical data sheets. 1.5 DESIGN CRITERIA A. Compatibility of Methods. 1 • The methods of excavation, lining, and groundwater control shall be compatible. 1.5 JOB'CONDITIONS A. Safety Requirements 1 • Perform work in a manner to maximize safety and reduce exposure of men and equipment to hazardous and potentially hazardous conditions, in accordance with applicable safety standards. 2. Whenever there is an emergency or stoppage of work which is likely to endanger the excavation or adjacent structures, operate a full work force for 24 hours a day, including weekends and holidays, without intermission until the emergency or, hazardous conditions no longer jeopardize the stability and safety of the work. B. Air Quality.. 1 • Conduct directional drilling operations by methods and with equipment, which will positively control dust, fumes, vapors, impurities in accordance with applicable safety requ rementsher atmospheric 1.7 PERMITS A. Obtain any and all other permits required for prosecution of the work COLLIER COUNTY Section 02300 TECHNICAL SPECIFICATIONS HORIZONTAL DIRECTIONAL DRILLING Page 3 of 6 C2 PART 2 PRODUCTS 2.1 GENERAL A. Refer to Section 02620 for HDPE_pipe material. PART 3 EXECUTION 3.1 GENERAL means and methods of directionl A. The CONTRACTOR shall be responsible safe's of the work, the CONTRACTORas drilling construction and shall ensure the Whether public or private. employees, the public, and adjacent property, B. Obtain locations of all existing utilities within the coo din al di wit h the o rinergs project area, whether shown on the plans or not, in of such utilities. Be responsible for protection of of consities from damage, and repair of any utilities damaged during or a s C. Anticipate that portions of the drilled excavation will be below the groundwater table. D. Comply with all local, state and federal a s, rules and regulations at all times to prevent pollution of the air, ground and water. 3.2 EQUIPMENT A. Diesel, electrical, or air- powered es uipment will be acceptable, subject to applicable federal and state regulation B. Any method or equipment that the CONTRACTOR can demonstrate will produce the specified results will be considered. C. Employ equipment that will be capable of handling the various anticipated ground conditions. In addition, the equipment shall: 1, Be capable of minimizing loss of ground the excavated fa eat all Ames machine and providing satisfactory support o removed 2. Provide a system to indicate whether advance of the machine suclh that the is equivalent to that displaced by the advance rate may be controlled accordingly. D. Provide adequate secondary containment for any and all portable storage tanks. Section 02300 HORIZONTAL DIRECTIONAL e DRILLING 6 COLLIER COUNTY TECHNICAL SPECIFICATIONS 3.3 DIRECTIONAL DRILLING DATA- A. Submit daily logs of construction location, progress and events, observations on the following: including 1. Location and elevation of significant soil strata boundaries and brief soil descriptions. 2. Jacking pressures and torsional forces, if applicable. 3.4 CONTROL OF THE TUNNEL LINE. AND GRADE A. Construction Control. 1. Establish and be fully responsible for the accuracy of control for the construction of the pipeline to be installed, including structures, tunnel line and grade. 2. Establish control points sufficiently far from the tunnel operation so as not to be affected by construction operations. 3. Maintain daily records of alignment and grade and submit three copies of these records to the ENGINEER. However, the CONTRACTOR remains fully responsible for the accuracy of his work and the correction of it, as required. 4. Check control for the bore alignment against an above ground undisturbed reference at least once each hour and once for each 50 feet of tunnel constructed, or more often as needed or directed by the ENGINEER. 3.5 INSTALLATION OF TRACKING /LOCATING WIRE A. Install all facilities such that their location can be readily determined by electronic designation after installation. For non - conductive installations, attach a minimum of two (2) separate and continuous conductive tracking (tone wire) materials, either externally, internally or integral with the product. Use either a continuous green sheathed solid conductor copper wire line ( #12 AWG for external placement or minimum #14 AWG for internal pla eiment in the conduit/casing) or a coated conductive tape. Conductors must be located on opposite sides when installed externally. Connect any break in the conductor line before construction with an electrical clamp, or solder, and coat the connection with a rubber or plastic insulator to maintain the integrity of the connection from corrosion. Clamp connections must be made of brass or copper and of the butt end type with wires secured by compression. Soldered connections must be made by tight spiral winding of each wire around the other with a finished length minimum of three (3) inches overlap. Tracking conductors must extend two (2) feet beyond the bore terminal points. Test COLLIER COUNTY Section 02300 TECHNICAL SPECIFICATIONS HORIZONTAL DIRECTIONAL DRILLING Page 5 of 6 16 C 2 as conductors for continuity. Each conducts o that passes m st deductions are such by removing the last six (6) Inc allowed for failed tracking conductors. to Conductor vale must be wound into a small coil and left for future attachment 3.6 DISPOSAL OF EXCESS MATERIAL A. Where such effort is necessary, cost for groundwater c e troltduring the course of the tunnel work shall be included in the unit contract p r B. Dewatering required during the course of the project to lower water table, to work remove standing water, surface drainags deaed, protect to the work to being against rising waters or floods shall be con performed. END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS I Section 02300 HORIZONTAL DIRECTIONAL PDRILO oLINf 6 1 1 SECTION 02400 RESTORATION BY SODDING OR SEEDING PART 1 GENERAL 1.1 DESCRIPTION OF REQUIREMENTS A. The work in this section consists of furnishing all labor, material and equipment to restore all areas disturbed during construction to match. preconstruction conditions. Establish a stand of grass within the areas disturbed by furnishing and placing grass sod where required, or by seeding and mulching areas not requiring sod. 1.2 REFERENCE DOCUMENTS A. Use materials conforming to the requirements of Florida Department of Transportation Standard Specifications for Road and Bridge Construction as follows: 1. Section 570 — Grassing (by Seeding) 2. Section 575 - Sodding 3. Section 981 — Grassing and Sodding Materials 4. Section 982 — Commercial Fertilizer 5. Section 983 — Water for Grassing 1.3 SUBMITTALS A. Submit certifications and identification labels for all sodding supplied in accordance with General Conditions. PART 2 PRODUCTS 2.1 SODDING A. Types: Sod may be of either St. Augustine or Argentine Bahia grass or as that disturbed, as established prior to construction. Use well matted sod with roots. When replacing sod in areas that are already sodded, use sod of the same type as the existing sod. B. , Provide sod as required in accordance with Florida Department of Transportation Specifications 575 and 981. Furnish sod equal to and similar in type as that disturbed. Place and water in accordance with FDOT Specifications Section 575. COLLIER COUNTY Section 02400 TECHNICAL SPECIFICATIONS RESTORATION BY SODDING AND SEEDING Page 1 of 6 16 C2 C. Use sod in commercial -size rectangles, preferably 12 -inch by 24 -inch or larger, except where 6 -inch strip sodding is called for. D. Use sod that is sufficiently thick to secure a dense a lsta nd of live g grass. soil Use d that is live, fresh and uninjured at the time p 9 ry sufficient thickness adhering firmly of weeds roots to other'grasses. alPla t sod handling. It shall be reasonably free soon as possible after being dug, and shade and keep moist from the time it is dug until it is planted. E. Handle sod in a manner to prevent breaking or other damage. Ies t Do no nt t e handle by dumping from trucks or other vehicles. Use care at a soil on the roots of each sod roll during torip a l d or installation n will berejectdS been damaged by handling during delivery, g F. Swales: Place sod to the proper grade and cross section in all flow areas to ensure the design flow of water in the ditch. In excavating for the placement of sod, provide a minimum of 3 inches of undercut. 2.2 FERTILIZER A. Supply chemical fertilizer in suitable bags with vy thtSection 982�f of tlhe FDOT shipment. Fertilizer shall be 12 -8 8 a Standard Specification for Road and Bridge Construction. I centages B. The numerical designations for fertilizer phosphoricnacid and r(3} water (respectively) of (1 ) total nitrogen, ( ) available soluble potash, contained in the fertilizer. C. The chemical designation of the fertilizers shall be s u2 -8 -8, with n it least 50 per cent may of the nitrogen from a nonwater- soluble organic be a unreaformaldehyde source provided it is not derived from a waste product of the plastic industry. 2.3 EQUIPMENT A. Spread fertilizer uniformly at the specified rate. 2.4 NETTING rial similar to Geoscope Landscape Fabric or A. Netting is fabricated of mate approved equal. 2.5 SEEDING A. Seed all unpaved areas disturbed during FDOTrSpecficato do s Sectionsu570 and Complete all seeding in conformance w COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02400 RESTORATION BY SODDING AN Page DIN 6 i 981. Mulch and fertilize the grassed areas shall be mulched and fertil accordance with FDOT Specifications. ized in B. Provide mulch material free of weeds. Mulch shall be oat straw or rye, Pangola, peanut, Coastal Bermuda, or Bahia grass hay. C. All seeds must have been tested within 6 months of planting. Submit a s tag with final payment requests from each type or mixture eed bag of seed used. 2.6 TOPSOIL A. Topsoil stockpiled during excavation may be used. If additional topsoil is required to replace topsoil removed during construction, it shall be obtained off site at no additional cost to the COUNTY. Topsoil shall be fertile, natural surface soil, capable of producing all trees, plants, and grassing specified herein. 2.7 MULCH A. Furnish small grain straw mulch. Apply mulch at a rate of 1.5 tons per acre, corresponding to a depth not less than 1 -inch or more than 3- inches according to texture and moisture content of mulch material. Apply asphalt emulsion at a rate of 150 gallons per ton of straw to anchor the straw applied. 2.8 WATER A. It is the CONTRACTOR'S responsibility to supply all water to the site, as required during seeding and sodding operations and through the maintenance period and until the work is accepted. Make whatever arrangements may be necessary to ensure an adequate supply of water to meet the needs for the work. Furnish all necessary hose, equipment, attachments, and accessories for the adequate irrigation of lawns and planted areas as may be required. Water shall be suitable for irrigation and free from ingredients harmful to plant life. 2.9 SOIL IMPROVEMENTS A. Apply lime at the rate of 1 to 1.5 tons per acre. Apply 10 -10 -10 commercial fertilizer at the rate of 800 pounds per acre and work well into the top inch of topsoil. PART 3 EXECUTION. 3.1 .SOD BED PREPARATION A. Clear areas to be sodded and /or seeded of all rough grass, weeds, and debris, and bring soil to an even grade. B. Thoroughly till soil to a minimum 4 -inch depth. COLLIER COUNTY Section 02400 TECHNICAL SPECIFICATIONS RESTORATION BY SODDING AND SEEDING Page 3of6 16- C 2 C. Bring area to proper grade, free of sticks, stones, or other foreign matter over f- inch in diameter or dimension. The surface shall conform te so I fr able less and of -thickness of sod, free of water - retaining depressions, uniformly firm texture. 3.2 INSPECTION A. Verify that soil preparation and related preceding work has been completed. B. 3.3 A. B. C. 3.4 Do not start work until conditions are satisfactory. SOD HANDLING AND INSTALLATION . prior to planting, and during the planting of sod areas, protect the During delivery, p p exposure of the sod panels at all timtack sod during vconstrugct and and planting so as not to be roots to the sun. S damaged by sweating or excessive heat and moisture. After completion of soil conditioning as specified On mounds and anelsstightly together so as to make a solid sodded lawn perpendicular to the slope. the long dimension of the sod shall be laid p er p Immediately following sod laying, roll the lawn areas with a lawn roller customarily used for such purposes, and then thoroughly water. Place sod at all areas where sod existeare srwherenertoson of soilslwill ococur, horizontal to 1 vertical (3:1) or greater, in slide, due to and as directed by the ENGINEER. On areas where the sod Bayed, with pegs height and slope, the ENGINEER may direct that the sod be pegged, driven through the sod blocks into firm earth, at suitable intervals. USE OF SOD ON ROADWAY PROJECTS A. In accordance with the FDOT District One Stconstr tiontlande maintenance work. green grass at the completion of roadw y The following shall apply to all restoration involving State or County roadways: 1. Use sod in lieu of seed and mulch on all roadways with urban (raised curb) typical sections_ 2. One inch water per week shall be establishing rsodmTh inimum an be waived consecutive weeks for the purpose of during construction, if and only if there is a minimum of one inch of rain per week on all sod on the project. 3. Placed sod on slopes 1:3 or greater. Stake sod on slopes 1:2 or greater. Section 02400 RESTORATION BY SODDING AND age SEEDING 6 COLLIER COUNTY TECHNICAL SPECIFICATIONS w 4: On all curves with superelevation, place sod from the edge of pavement to the toe of slope on the downhill side(s) for the entire length of the superelevated roadway. On multi -lane divided rural facilities, place sod in the median and on the inside of the curve in the superelevated areas. This does not apply to reverse crowns. 5. Use sod for all projects with less than 10,000 square yards grass area. 6. On tangent sections and on outside of curves, use sod between the ed e of pavement and a point 4 feet beyond the shoulder break point. g 7. The entire width of sod should not exceed 15 feet from the edge of pavement. 8. Sod is to be used to eliminate narrow seed and mulch areas. Sod areas less than 6 feet in width. 9. Place sod around drainage structures as per the standard Indexes and extend to the edge of pavement. 3.5 SOD MAINTENANCE A. The sod shall produce a dense, well - established growth. Repair and re -sod all eroded or bare spots until project acceptance. Repair to sodding shall be accomplished as in the original work. B. Perform sufficient watering to maintain adequate moisture for optimum development of the seeded and sodded areas, and no less than 1.5 inches of water per week for at least 2 weeks. Thereafter, apply water for a minimum of 60 days as needed until the sod takes root and starts to grow or acceptance, whichever is latest. until final 3.6 GUARANTEE A. Guarantee a live and vigorous stand of permanent grass at the time of acceptance of the work consisting of 80 percent minimum coverage for seeded grass areas with no bare spots greater than 5 square feet. 3.7 CLEANING A. Remove debris and excess materials from the project site. END OF SECTION COLLIER COUNTY Section 02400 TECHNICAL SPECIFICATIONS RESTORATION BY SODDING AND SEEDING Page 5 of 6 COLLIER COUNTY TECHNICAL SPECIFICATIONS 16 NO TEXT FOR THIS PAGE Section 02400 RESTORATION By SODDING AND age DIN 6 SECTION 02523 SIDEWALKS, DRIVEWAYS AND CURBS PART 1 GENERAL. 1.1 'SUMMARY A. Section Includes: Sidewalks, sidewalk ramps, driveways, curbs and drive approaches complete with concrete materials, concrete curing compounds, joint materials, field quality control and appurtenances. 1.2 REFERENCES A. Reference Standards: Conform the work for this Section to the applicable portions of the following standard Specifications. 1. ASTM - American Society of Testing and Materials 2. AASHTO - American Association of State Highway and Transportation Officials 3. FDOT - Florida Department of Transportation - Standard Specifications for Road and Bridge Construction. 4. FAC - Florida Accessibility Code. 5.. ADAAG - American with Disabilities Act Accessibility Guidelines 6. UFAS - Uniform Federal Accessibility Standards 1.3 SUBMITTALS A. Reports: Written permission for the use of all local disposal sites Furnish copies to the ENGINEER. B. Test Reports: 1. Thickness and Compressive Strength: Provide the ENGINEER with two (2) certified copies of the test results. Perform the tests by a laboratory approved by the ENGINEER. 1.4 JOB CONDITIONS A. I Environmental Requirements: 1. Temperature: Comply with the requirements for concrete installation due to outside ambient air temperatures as specified under Article 3.3.1 of this Section. COLLIER COUNTY TECHNICAL SPECIFICATIONS SIDEWALKS, DRIVEWAYS AND CURBS Page 1 of 8 B. Protection: 1. Protection Against Rain: Comply with specified iru der Article 3 3 I'nof th s work against damage from Rain, as Section. PART 2 PRODUCTS 2.1 MATERIALS A. Concrete: Use 2,500 -psi concrete except as modified herein. B. Ready -Mixed Concrete: Use ready -mixed concrete that conforms to'ASTM C94, Alternate 2. C. Water: Use water for mixing and curing concrete reasonably clean and free from oil, salt, acid, alkali, chlorides, sugar, vegetable, or other substances local injurious Health o the finished product. Waters from sources approved Department as potable may be Test for Quality of Water tonbe Us of ed in accordance with the current M ethod Concrete, AASHTO T -26. D. Concrete Curing Compounds: Use white membrane g co ound for curing per concrete that conforms to AASHTO M148, Type 1 clear, Type 2 FDOT Section 925. E. Premolded Joint Filler: Use fiber joint filler that conforms to ASTM D1751. Use filler of the thickness, as specified herein, or as directed by the ENGINEER. F. Steel Hook Bolts: Use hook bolts that conform to ASTM A706, or for Grade 60 of ASTM A615, A616, or A617. Use 518 -inch diameter hook bolts self- tapping. G. Joint Sealant: Use hot - poured type joint sealant that conforms to ASTM D1190. PART 3 EXECUTION 3.1 CONTRACTOR'S VERIFICATION A. Excavation and Forming: Prior to the installation n' and levels required to receive excavation and forms for the proper grades, lines, the new work. Ascertain that tolbe excavation al and compacted subgrades are adequate to receive the concrete 1. Correct all defects.and deficiencies before proceeding with the work. Section 02523 SIDEWALKS, DRIVEWAYS AND CURBS COLLIER COUNTY Page2of8 TECHNICAL SPECIFICATIONS B. Existing Improvements: Investigate and verify location of existing improvements to which the new work is to be connected. Making .necessary adjustment in line and grade to align the new work with the existing improvements must be approved by the ENGINEER prior to any change. 3.2 PREPARATION A. Forms: Use wood or metal forms, straight and free from warp, clean, and sufficient strength to resist springing during the process of, depositing concrete against them. 1- Use full depth of the concrete forms. 3.3 INSTALLATION A. Sidewalks, Sidewalk Ramps, Driveways and Driveway Approaches: Construct all sidewalks and sidewalk ramps four (4) inches thick except at driveways and alleys. Construct thickness of the sidewalks six (6) inches at. driveways and alleys. Construct sidewalks five (5) feet wide unless otherwise noted on the Plans, and slope 1/4 -inch per foot towards the center of the road. Normally, sidewalks will be located within the right -of -way, parallel the property lines, at a distance of 1 -foot from the property line. . Construct alleys, driveways and approaches six (6) inches thick. Construct the width of the driveways and driveway approaches as shown on the Plans or as directed by the ENGINEER. B. Removal of Existing Curb for Sidewalk Ramps and Driveway Approaches: Conform construction of sidewalk ramps within street intersections where curbed pavement existing to the current FDOT Roadway and Traffic Design Standards. 1. Saw cut, to full depth of pavement, and remove a minimum of an 18 -inch wide curb and gutter section where there is no proper curb drop for the sidewalk ramp or driveway approach. When mountable curbs are present, remove a 24 -inch wide curb and gutter section for the construction of sidewalk ramps, as specified above. 2. Remove curb and gutter as determined by the ENGINEER in the field but remove curb. and gutter at least as wide as the proposed sidewalk ramp plus 1 -foot on each side. 3. Replace the removed curb and gutter section with materials, equal to what was removed and seal joint with hot poured rubber asphalt. COLLIER COUNTY TECHNICAL SPECIFICATIONS SIDEWALKS, DRIVEWAYS-AND CURBS Page 3 of 8 16 G 2 ��' C. Install 5/8 -inch diameter self-tapping o concrete for theire'moved curb and gutter ng concrete pavement as indicated on the Plans prior toplacing crete section. D. Placement of Forms: Use wood forms, straight and free from warp, of nominal depth for sidewalk sections less than 25 feet in length. Stake forms to line and grade in a manner that will prevent deflection and settlement. 2. When unit slab areas are to be poured, place slab division forms such that the slab division joints will be straight and continuous. 3. Set forms for sidewalk ramps to provide a grade toward the centerline of the right -of -way in accordance with current standards. Use a uniform grade, except as may be necessary to eliminate short grade changes. 4. Oil forms before placing concrete. Leave pouring operations to after the concrete is placed. Place forms a head of the maintain uninterrupted placement of concrete. 5.. The use of slip form pa system desdcribed aboveroved by the ENGINEER in lieu of the construction E. Joints: Construct transverse and longitudinal expansion and plane -of- weakness - joints at the locations specified herein, or as indicated on the Plans or as directed by the ENGINEER. 1. Place the transverse expansion joints for the full width and depth of the new work. Use transverse expansion joints placed against an existing pavement a minimum of six (6) inches deep but no less than the thickness of the concrete being placed. 2. Conform longitudinal expansion joints to the requirements as transverse expansion joints. of 3. Construct joints true to line with their faces perpendicular e finished to the surface the the sidewalk. Install the top slightly below sidewalk. Construct transverse longitudinal right angls o t to the centerline or as sidewalk and construct g i ud directed by the ENGINEER. alk at 4. Place transverse expansion feet the sidew on the uniform intervals of not more Plans, or as directed by the ENGINEER. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02523 SIDEWALKS, DRIVEWAYS AND g 4 oB8 a 5. Place expansion joints, 1/2 -inch thick, between the sidewalk and back of abutting parallel curb, buildings or other rigid structures, concrete driveways and driveway approaches. When directed by the ENGINEER, place the expansion joint between sidewalks and buildings 1400t from the property line and parallel to it. 6. Form plane -of- weakness joints every five (5) feet. Form joints by use of slab divisions forms extending to the full depth of the concrete or by cutting joints in the concrete, after floating, to a depth equal to 114 the thickness on the sidewalk. Construct cut joints not less than 1/8 -inch or more than 1/4 -inch in width and finish smooth and, at right angles to the centerline on the sidewalk. F. Placing and Finishing Concrete: Place all concrete on a prepared unfrozen, smooth, leveled; rolled and properly compacted base. Place concrete on a moist surface with no visible water present. 1. Deposit the concrete, in a single layer to the depth specified. Spade or vibrate and compact the concrete to fill in all voids along the forms and joints. Strike off the concrete with a strike board until all voids are removed and the surface has the required grade and cross section as indicated on the Plans, or as directed by the ENGINEER. 2. Float the surface of the concrete just enough to produce a smooth surface free from irregularities. Round all edges and joints with an edger having a .1/4-inch radius. 3. Broom the surface of sidewalks, driveways and approaches to slightly roughen the surface. 4. 'Texture the surface of the sidewalk ramps with a coarse broom transversely to the ramp slope, and coarser roughen than the remainder of the sidewalk. Contract the ramp slope in color (using a brick -red dye or approved equal) from the remainder of the sidewalk. Comply with minimum color contract and slope requirements from FAC, UFAS, ADAAG, Local Government Standards, or as directed by the ENGINEER. G. Curing: After finishing operations have been completed and immediately after the free water has left the surface, completely coat and seal the surface of the concrete (and sides if slip - forming is used) with a uniform layer of white membrane curing compound. Do not thin the curing compound. Apply the curing compound at the rate of one gallon per 200 square feet of surface. H. Barricades: Place suitable barricades and lights around all newly poured sidewalks, sidewalk ramps, driveways, driveway approaches and curb and gutter sections in order to protect the new work from damage from pedestrians, vehicles and others. until the concrete has hardened. COLDER COUNTY TECHNICAL SPECIFICATIONS SIDEWALKS, DRIVEWAYS AND CURBS Page 5 of 8 16 C2 1. Leave barricades in place for a minimum of two (2) days, except for driveway approaches and curb and gutter sections. Leave barricades in place for a minimum of three (3) days. 2. Remove and replace any concrete that suffers surface or structural damage at no additional cost. Protection: Against Rain: Protect new concrete from the ffe is of r in befor at alel concrete has sufficiently hardened. Have available times enough burlap or 6 -mil thick polyurethane film to cover and protect one day's work. Stop work and cover completed work when rain appears eminent. As soon as the rain ceases, Apply curing uncover compound to any areas where the surface where necessary.. the compound has been disturbed or washed away. and 2. Against Cold Weather: If concrete is placed amount of clean, robbr 1 straw February 15, have available on the site sufficient or hay to cover one (1) day's production. If the temperature reaches 40 degrees F and is falling, place the hay or straw 12 inches thick, immediately after the curing compound is applied. 3. Concrete Temperature Limitations: Do not concrete 90 when the degrees temperature of the concrete at the point of pla cement is F. J. Cleanup: After the, concrete has gained sufficient strength, but no sooner than within 12 hours, reove the fixed forms and backfill the spaces on both sides with sound earth of topsoil quality. Compact, level and leave- backfill in a neat condition. K. Gutters and Curbs: Construct gutters and curbs in accordance with Section 520 FDOT Standard Specifications for Road and Bridge Construction, latest edition, including supplements. 3.4 FIELD QUALITY CONTROL of A. Concrete Delivery Ticket: Use a ticket system for recording t settran Po the tru k concrete from the batching plant to point of delivery. issue operator at the point of loading and give to the ENGINEER upon delivery. B. Concrete Delivery Rejection: Remove concrete not permitted for inclusion in the Work by the ENGINEER from the site. Rejection of concrete will be determined through Field Quality Control and elapsed time from mixer charging to delivery. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02523 SIDEWALKS, DRIVEWAYS AND CURBS G o CURBSB C: Concrete Testing at Placement: Perform tests of each batch of concrete delivered, each 50 cubic yards, or whenever consistency appears -to vary. The sampling and testing of slump, air content and strength will be performed at no cost to the CITY. 1. Sampling: Secure composite samples in accordance with the Method of Sampling Fresh Concrete, ASTM C172. 2. Slump Test: Test in accordance with ASTM C143. Use the least slump possible consistent with workability for proper placing of the various classifications of concrete. a. Place structural concrete for walls and slabs, by means of vibratory equipment, with a slump of four (4) inches. b. A tolerance of up to 1 -inch above the indicated maximum will be allowed for individual batches provided the average for all batches or the most recent ten (10) batches tested, whichever is fewer, does not exceed the maximum limit. 3. Air Content: Determine air content of normal weight concrete in accordance with Method of Test for Air Content of Freshly Mixed Concrete by the Pressure Method, ASTM C23 1, or by the volumetric method, ASTM C 173, for each strength test. 4. Compressive Strength: Make twc each for each 50 cubic yards, or concrete placed in any one (1) day. (2) strength tests of three (3) samples fraction thereof, of each mix design of a. Handling Samples: Mold and cure three (3) specimens from each sample in accordance with. Method of Making and Curing Concrete Test Specimens in the Field, ASTM C31. Record any deviations from the requirements of this Standard in the test report. b. Testing: Test specimens in accordance with Method of Test for Compressive Strength of Cylindrical Concrete Specimens, ASTM C39. Test one (1) specimen at seven (7) days for information and test two (2) at 28 days for acceptance. Use the average of the strengths of the two (2) specimens tested at 28 days. Discard results if one (1) specimen in a test manifests evidence of improper sampling, molding. or testing, and use the strength of the remaining cylinder. Should both specimens in test show any of the above defects, discard the entire test. C. Acceptance of Concrete: The strength level of the concrete will be considered satisfactory so long as the averages of all sets of three consecutive strength test results equal or exceed the specified 28 -day COLLIER COUNTY TECHNICAL SPECIFICATIONS SIDEWALKS, DRIVEWAYS AND CURBS Page 7 of 8 .16 C2 strength and no individual strength test results falls low the test Is' not 28 -day strength by more than 500 psi. 1 t strength acceptable, perform further testing to qualify the concrete. d. Concrete Temperature: Determine the temperature of concrete sample for each strength test. D. Reductions due to deficiencies in thickness or compressive strength are additive, that is, if an area is deficient by 3/8 inch and under strength by 200 psi, the total reduction is 20% plus .02% 6r.40% reduction. END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02523 SIDEWALKS, DRIVEWAYS AND OCUg o CURBS 1 in SECTION 02530 GROUNDWATER CONTROL FOR OPEN CUT EXCAVATION PART 1 GENERAL 1.1 DESCRIPTION OF REQUIREMENTS A. This section provides for furnishing all permits, labor, materials, equipment, power and incidentals for performing all operations necessary to dewater, depressurize, drain and maintain excavations as described herein and as necessary for installation of pipeline and appurtenances. Included are installing, maintaining, operating and removing dewatering systems and other approved devices for the control of surface and__ groundwater during the construction of pipelines and appurtenances, open cut excavations, directional drilling. Included also are protecting work against rising waters and repair of any resulting damage. 1.2 CONTRACTOR'S RESPONSIBILITY A. It is the sole responsibility of the CONTRACTOR to identify groundwater conditions and to provide any and all labor, material, equipment, techniques and methods to lower, control and handle the groundwater as necessary for his construction methods and to monitor the effectiveness of this installed system and its effect on adjacent facilities. B. Operate, maintain and modify the system(s) as required to conform to these Specifications. Upon completion of the Construction, remove the system(s). The development, drilling and abandonment of all wells used in the dewatering system shall comply with regulations of the Florida Department of . Environmental Protection and the governing Water Management District. C. Assume sole responsibility for dewatering systems and for all loss or damage resulting from partial or complete failure of protective measures and any settlement or resultant damage caused by the dewatering operation. 1.3 PLANS AND OTHER DATA TO BE SUBMITTED A. Prior to commencement of work, . submit complete drawings, details and layouts showing the proposed dewatering plans in sufficient detail i.e., general arrangements, procedures to be used, etc.) so as to allow the NGINEER to evaluate the proposed dewatering systems. Include the following, as required by the CONTRACTOR's proposed operation: 1. Names of equipment suppliers. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02530 GROUNDWATER CONTROL FOR OPEN CUT EXCAVATION Page 1 of 4 1� 16 C2 2. Names of installation subcontractors. 3. Plan for dewatering at access shafts and control of surface drainage. 4. Plan for dewatering for cut - and -cover excavations, or otherwise controlling groundwater. 5. Eductor system layout and details. 6. Deep well locations and details. 7. Well point system layout and details. 8. installation reports for eductors, deep wells and well points. 9. Water level readings from piezometers or observation wells, and method of maintenance. 10. As part of his request for approval of a dewatering system, demonstrate the adequacy of the proposed system and well point filler sand by means of a test installation. PART 2 PRODUCTS A. Select equipment including but not limited to pumps, eductors, well points and piping and other material desired. PART 3 EXECUTION 3.1 DEWATERING EXCAVATIONS A. Obtain all permits necessary for dewatering operations and file a copy of all such permits with the COUNTY and ENGINEER. B. Furnish, install, operate and maintain all necessary equipment for dewatering the various parts of the Work and for maintaining free of water the excavations and such other parts of the Work as required for Construction operations. Dewatering system should provide for continuous operation including nights, weekends, holidays, etc. Provide appropriate backup if electrical power is primary energy source for dewatering system. C. Continue dewatering in all required areas, until the involved work is completed, including the placing and compaction of backfill materials. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02530 GROUNDWATER CONTROL FOR OPEN CUT EXCAVATION Page 2 of 4 16 C2 D. Provide a uniform diameter for each pipe drain. run constructed for dewatering. Remove the pipe drain when it has served its purpose. If removal of the pipe is impractical, provide grout connections at 50 -foot intervals, and fill the pipe with clay grout or cement and sand grout when the pipe has served its purpose: 3.2 DEWATERING TRENCH A. Dewatering Excavation Plan: Develop an excavation dewatering plan that considers site ground and groundwater conditions, the type and arrangement of the equipment to be used and the proper method of groundwater disposal. Prepare the dewatering plan before beginning excavations below groundwater. Maintain one copy of the dewatering plan at the project site to be available ..for inspection while all dewatering operations are underway. B. Do not lay any pipeline in a trench in the presence of water. Remove all water from the trench sufficiently ahead of the pipeline placing operation. The ENGINEER shall have full and final authority to require dewatering of the trench to ensure a dry, firm bed on which to place the pipeline. As a minimum, maintain water levels at least 6 inches below the bottom of the trench. Continue to dewater trench until trench backfilling operations have been completed. 1. If a dry trench bottom has not been obtained with usual methods of trench dewatering, then the order to excavate below grade and place sufficient select fill material, crushed stone, or 2500 psi concrete over the trench bottom may be given. 2. If all efforts- fail to obtain a stable dry trench bottom fail and it is determined that the trench bottom is unsuitable for pipe foundation, present an alternate system for stabilization to the Engineer of Record for approval by the COUNTY on a case -by -case basis. C. Removal of water may be accomplished by pumping or pumping in connection with well point installation as the particular situation may warrant. D. If the soils encountered at the trench grade are suitable for the passage of water, without destroying the sides or utility foundation of the trench, sumps may be provided at intervals at the side of the main_ trench excavation. Use pumps to lower the water level by taking their suction from said sumps. 3.3 REQUIREMENTS FOR EDUCTOR, WELL POINTS OR DEEP WELLS A. - Eductor, well points or deep wells, where used, must be furnished, installed and operated by a reputable CONTRACTOR regularly engaged in this business, and approved. Section 02530 COLLIER COUNTY GROUNDWATER CONTROL FOR TECHNICAL SPECIFICATIONS OPEN CUT EXCAVATION Page 3of4 16 C 2 3.4 DURATION OF DRAINAGE A. In areas where concrete is to be placed, carry out the foundation drainage so that the required lowering of the water table will be effected prior to placing reinforcing steel. Keep foundation beds free from water to the same levels for 3 days after placing concrete. 3.5 PROTECTION OF STRUCTURES A. Provide adequate protection for all structures to avoid damage to concrete. B. Operate construction equipment over completed concrete slabs or structures only with approval. Rubber tire equipment heavier than 5 tons and crawlers heavier than 7 tons will require adequate load spreading by sand fill or other means. 3.6 DISCHARGE OF WATER A. Do not discharge pumped drainage water into the sanitary sewer system or inhibit pedestrian or vehicular traffic with the groundwater control system. B. Discharge pumped drainage water into the storm sewer system or drainage ditch by direct means (i.e., discharge hose to inlet, burying header, etc.). Monitor the discharged water to determine that soil particles are not being removed. C. Conform all discharge to current South Florida Water Management District and Collier County Department of Stormwater Management rules, regulations, procedures and regulatory permits and if discharged into receiving waters, shall not exceed 29 N.T.U.'s above background. 3.7 REPAIR OF DAMAGE A. Assume full responsibility for all loss and damage due to flooding, rising water or seepage resulting from dewatering operations in any part of the work. Repair any damage to partially completed work from these or other causes, including the removal of slides, repair of foundation beds and performance of any other work necessitated by lack of adequate dewatering or drainage facilities. L�aL9 -X61; &We Kel 21 Section 02530 COLLIER COUNTY GROUNDWATER CONTROL FOR TECHNICAL SPECIFICATIONS OPEN CUT EXCAVATION . Page 4 of 4 SECTION 02575 PAVEMENT REPAIR AND RESTORATION PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required and remove and replace pavements over trenches excavated for installation of pipelines as shown on the drawings and /or specified herein. 1.2 GENERAL A. Repair all damage, as a result of work under this project, done to existing pavement, driveways, paved areas, curbs and gutters, sidewalks, shrubbery, grass, trees, utility poles, utility pipe lines, conduits, drains, catch basins, or stabilized areas or driveways and including all obstructions not specifically named herein, in a manner satisfactory to the ENGINEER. Include in the bid price, the furnishing of all labor, materials, equipment, and incidentals necessary for the cutting, repair, and restoration of the damaged areas unless pay items for specific types of repair are included in the Bid Form. B. Keep the surface of the backfilled area of excavation in a safe condition and level with the remaining pavement until the pavement is restored in the manner specified herein. All surface irregularities that are dangerous or obstructive to traffic are to be removed. Conform the repair to applicable COUNTY or State requirements for pavement repair and as described herein. C. The COUNTY reserves the right to require soil bearing or loading tests or materials tests; should the adequacy of the foundation or the quality of materials used be questionable. Costs of these tests shall be the responsibility of the COUNTY, if found acceptable; the costs of all failed tests shall be the responsibility of the CONTRACTOR. D. Make all street and road repair in accordance with the details indicated on the drawings and in accordance with the applicable requirements of these Specifications and meeting the permit requirements and approval of the governing Department of Transportation agencies. E. Replace pavement or roadway surfaces cut or damaged in equal or better condition than the original, including stabilization, base course, surface. course, curb and gutter or other appurtenances. Obtain the necessary permits prior to any roadway.work. Provide advance notice to the appropriate authority, as required, prior to construction operations. Section 02575 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 1 of 6 j 16 Cz ' 1. Roadway Restoration (within Collier County Department of Transportation & Engineering jurisdiction): Perform restoration in accordance with the requirements set forth in the "Right -of -Way Utility Construction Activities Policy" and these Standards. Obtain prior approval from Collier County DOT for the materials of construction and method of installation, along with the proposed restoration design for items not referred or specified herein. a. Where existing pavement is to be removed, mechanical saw cut the surface prior to trench excavation, leaving a uniform and straight edge parallel or perpendicular to the roadway centerline with minimum disturbance to the remaining adjacent surfacing. Provide minimal width of cut for this phase of existing pavement removal. b. Immediately following the specified backfilling and compaction, apply a temporary sand seal coat surface to the cut areas. For this temporary surfacing, provide a smooth traffic surface with the existing roadway and maintain until final restoration. Ensure that surfacing remains for a minimum of ten (10) days in order to assure the stability of the backfiil under normal traffic conditions. Thirty (30) days following this period and prior to sixty (60) days after application: remove the temporary surfacing and perform final roadway surface restoration. C. In advance of final restoration, remove the temporary surfacing and mechanically saw the existing pavement straight and clean to the stipulated dimensions, if needed. Following the above operation, proceed immediately with final pavement restoration in accordance with the requirements set forth by Collier County Department of Transportation. d. No layer shall be greater than two inches (2 ") when compacted. Where a surface course is constructed to a thickness greater than two inches (2 "), construct it in approximately equal layers, each not exceeding two inches (2 "). e. Where necessitated by traffic conditions, lay mixture in strips in such manner as to provide for the passage of traffic. Where the road is closed to traffic, mixture may be laid to the full width, by machines traveling in parallel. 2. Roadway Restoration (outside Collier County Department of Transportation jurisdiction) — Conform work within the rights -of -way of public thoroughfares which are not under jurisdiction of Collier County to the requirements of the Governmental agency having jurisdiction or the Florida _Department of Transportation, if no governmental agencies have jurisdiction. Work within State Highway right -of -way shall be in full compliance with all requirements of the permit drawings, and to the satisfaction of the Florida Department of Transportation. Section 02575 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 2 of 6 t� 1.3 QUALITY ASSURANCE A. Applicable provisions of the latest version of the Florida Department of Transportation "Standard Specifications for Road and Bridge Construction ", and Supplemental Specifications hereunder .gpLvfffl the work under this Section. The Florida Department of Transportation will hereafter be referred to as FDOT. PART 2 PRODUCTS 2.1 MATERIALS A. Use materials for flexible base pavement and base course as specified in the latest version of the Florida Department of Transportation "Standard Specifications for Road and Bridge Construction ". PART 3 EXECUTION 3.1 CUTTING PAVEMENT A. Cut and remove pavement to straight edges, 6 inches outside each edge of proposed trench to avoid pavement damage during installation of the new pipelines and appurtenances and for making connections to existing pipelines. B. Before removing pavement, mark the pavement for cuts nearly paralleling pipelines and existing street lines. Cut asphalt pavement along the markings with a jackhammer, rotary saw, or other suitable tool. C. No pavement shall be machine pulled until completely broken and separated along the marked cuts. D. The pavement adjacent to pipeline trenches shall neither be disturbed nor damaged. If the adjacent pavement is disturbed or damaged, irrespective of cause, remove the damaged pavement replace it at CONTRACTOR's expense. 3.2 GENERAL RESTORATION A. Restore, replace or rebuild existing street paving, driveways, etc., using the same type of construction as was in the original. Be responsible for restoring all such work, including sub -grade and base courses where present. Obtain and pay for such local or other governmental permits as may be necessary for the opening of streets. Meet any requirements other than those herein set forth which may affect the type, quality and manner of carrying on the restoration of surfaces by reason of jurisdiction of such governmental bodies. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02575 PAVEMENT REPAIR AND RESTORATION Page 3 of 6 �s B. In all cases, maintain, without additional compensation, all permanent replacement of street paving, done by him under this Contract until accepted by the COUNTY, including the removal and replacement of such work wherever surface depressions or underlying cavities result from settlement of trench backfill. C. Complete all the final resurfacing or re- paving of streets or roads, over the excavations and relay paving surfaces of roadbed that have failed or been damaged prior to acceptance by the COUNTY. Conform backfilling of trenches and the preparation of sub - grades to the requirements of Section 02223. D. Do all re- paving or resurfacing in accordance with Florida Department of Transportation Specifications, to which the following requirement of trench backfill will be added: Where pipeline construction crosses paved areas such as streets, backfill the top 24 inches of trench below the road bases or concrete slabs with compacted A-4 or better material that will provide a bearing value of not less than 75 when tested by the Florida Department of Transportation Soil Bearing Test Methods. 3.3 . PRIME AND TACK COATS A. Apply bituminous prime and tack coats on the previously prepared base course in accordance with Section 300 of the FDOT Specifications. 3.4 WEARING COURSE A. Use plant -mixed hot bituminous pavement to the thickness indicated in the drawings conforming to Type III asphaltic concrete in accordance with Section 333 of the FDOT Specifications. The requirements for plant and equipment are specified in Section 320 and the general construction requirements for asphaltic concrete pavement are contained in Section 330 of the FDOT specifications. 3.5 TESTING A. Perform all field - testing at an independent laboratory employed by the COUNTY. Test and certify all materials by the producer. Repeat tests of sub -grade or base not meeting specified compaction at the CONTRACTOR's expense. 3.6 MISCELLANEOUS RESTORATION A. Restore sidewalks, cut or damaged by construction, in full sections or blocks to a minimum thickness of four inches. Restore concrete curb or curb gutter to the existing height and cross section in full sections or lengths between joints. Concrete shall be as specified on the drawings. Restore grassed yards, shoulders and parkways to match the existing sections with grass seed or sod of a type matching the existing grass. Section 02575 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 4 of 6 I tk, 3.7 CLEANUP A. After all repair and restoration or paving has been completed, remove all excess asphalt, dirt, and other debris from the roadways. Check and clean all existing storm sewers and inlets of any construction debris. END OF SECTION Section 02575 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 5 of 6 C2 NO TEXT FOR THIS PAGE Section 02575 COLLIER COUNTY PAVEMENT REPAIR AND RESTORATION TECHNICAL SPECIFICATIONS Page 6 of 6 SECTION 02607 SEWER MANHOLES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for providing sewer manholes and all other appurtenances for a complete installation. Provide precast reinforced concrete manholes conforming to ASTM 'C478 in accordance with the Collier County Standard Details. B. Related Work Specified in Other Sections Include: 1. Section 02608 — Concrete Coatings 2. Section 05540 — Metal Castings 1.2 REFERENCE A. Codes and standards referred to in this Section are: 1. ASTM C 76 Specification for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe. 2. ASTM C 478 - Specification for Precast Reinforced Concrete Manhole Sections 3. ASTM C 32 - Specification for Sewer and Manhole Brick (Made for Clay or Shale) 4. ASTM C 443 - Specification for Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets [Metric] 1.3 SUBMITTALS A. Shop Drawings: Submit shop drawings of sewer manholes as specified in Division 1. B. Quality Control: Submit shop and field test reports of concrete samples tested in an approved laboratory. 1.4 DELIVERY, STORAGE AND HANDLING A. General: Take every precaution to prevent injury to the manhole sections during transportation and unloading. Unload manhole sections using skids, pipe hooks, Section 02607 COLLIER COUNTY SEWER MANHOLES TECHNICAL SPECIFICATIONS Page 1 of 6 16 C2 rope slings, or suitable power equipment, if necessary, and keep the sections under control at all times. Do not allow the manhole sections to be dropped, dumped or dragged under any conditions. Follow applicable requirements specified in Division 1. B. Damaged Section: If any manhole section is damaged in the process of transportation or handling, reject and immediately remove such sections from the site, and replace the damaged manhole sections at no increase, in Contract Amount. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable manufacturers are listed below. Other manufacturers of equivalent products may be submitted. 1.. Preformed Joint Sealing Compound: a. Ram -Nek, as manufactured by K.T. Snyder Company, Inc., Houston, TX b. Kent -Seal, as manufactured by Hamilton Kent, Toronto /Ontario Canada 2. Frame and covers as manufactured by U. S. Foundry, 420 -C -ORS. 2.2 MATERIALS A. Concrete, Steel Reinforcement and Aggregates: Provide reinforced concrete, cementitious materials, aggregates and steel reinforcement conforming to the requirements of ASTM C 478, with 4000 psi concrete, Grade 40 reinforcement bars, Type II cement, and a minimum wall thickness of 8 inches. B. Manhole Frames and Covers: Provide manhole frames and covers as shown on the Collier County Standard details. Castings for manhole frames, covers and other items shall conform to the ASTM Designation A48, Class 30. Castings shall be true to pattern in form and dimensions and free of pouring faults and other defects in positions which would impair their strength, or otherwise make them unfit for the service intended. The scating surfaces between frames and covers shall be machined to fit true so the frames and covers do not shift under traffic conditions or permit entry of storm water from flooding. Lifting or "pick" holes shall be provided, but shall not penetrate the cover. The words SANITARY SEWER, as well as COLLIER COUNTY shall be cast in all manhole covers except those owned by a private party. All manhole frames and covers shall be traffic bearing unless otherwise specified. Frames and covers shall be fully bedded in mortar in the correct finish grade elevation with adjustment brick courses or concrete grade Section 02607 COLLIER COUNTY SEWER MANHOLES TECHNICAL SPECIFICATIONS Page 2 of 6 rings installed in conformance with the COUNTY's Standard Drawings. Manholes in grassed areas shall be 2.5 inches above finished grade. C. Preformed Joint Sealing .Compound: Provide preformed joint sealing compound for joining manhole sections. D. Concrete Protective Liner: Provide concrete protective liner conforming to Section 02608. E. Pipeline Connections: Provide neoprene boots with type 316 stainless steel clamps of a design approved by The COUNTY for joining sewers to manhole riser sections. Fill the unfilled, portion of the connection with mortar or concrete to guarantee a watertight seal. F. Doghouse Manholes: Doghouse manholes over existing sanitary sewer pipes are permitted, and in a number of instances, preferred. Provide a concrete base a minimum of 8 inches thick, with proper reinforcing rods to prevent cracking. Pour concrete base upon a 12 -inch base of gravel. Precast manhole rings may be set in the concrete over the existing pipe. Concrete should then be used to form both the bench and to seal the pipe entrances, both inside and especially outside. Once dry, remove the top of the pipe in the manhole. G. Standard Manholes: The standard manhole shall be 4 feet or more in depth measured from the base of the cover frame to the top of the concrete footing and shall be of the concentric cone type, as shown in the Standard Details. If the manhole is 4 feet or less in depth, it shall be classified as a "Shallow Manhole" as specified below. H. Shallow Manholes: The shallow manhole shall be 4 feet or less in- depth measured from the base of the cover frame to the top of the concrete footing and shall be of flat top construction, as shown in the Standard Details. Manhole Inverts: Form manhole inverts from concrete having a minimum 28 day compressive strength of 2500 psi, and as shown in the Standard Details. Inverts for "straight- through" manholes may be formed by laying the pipe straight through the manhole, pouring the concrete invert, and then cutting out the top half of the pipe. Construct curved inverts of concrete, as shown in the Standard Details, and form a smooth, even, half pipe section. Precast inverts may be used, however, no large "bowls" shall be permitted in the center of the manhole. To alleviate this problem, grout the invert to form a smooth, uniform invert as shown in the Standard Details. Maintain a 0.1 foot drop across the manhole. J. Inflow Protectors: In all manholes, install an inflow protector manufactured from a high - quality 304 stainless steel with a consistent thickness of not less than 18 gage. The inflow shall have a deep -dish bowl design with no less than 8 inches in depth to allow easy and unobstructed removal of the manhole cover. The manhole inflow protector is to be manufactured with a one -piece rubber Section 02607 COLLIER COUNTY SEWER MANHOLES TECHNICAL SPECIFICATIONS Page 3 of 6 � C2 gasket installed at the factory for a tight, consistent fit. The rubber gasket is to be designed to securely wrap around the entire leading edge of the inflow protector at the point where it comes in contact with the manhole frame and cover. The wrap around rubber gasket is to be manufactured to a width of no less than 318 inches, consistent on top and bottom of the leading edge of the inflow protector. The gasket shall be no more than 3132 inches thick. The insert removal handle shall be manufactured of a high- quality stainless steel for strength and durability. The handle is installed in such a way that it does not interfere with the installation or removal of the manhole lid. The insert handle will be manufactured to withstand a minimum pull force of 500 pounds before it fails or separates from the insert. The inscription "PROPERTY OF COLLIER COUNTY UTILITIES" shall be etched, at the base of the handle frame, to provide a long- lasting identification marker for the COUNTY. The inflow protector shall be as manufactured by Sewer Shield, Inc., Maitland, FL, or an approved equal. 2.3 SOURCE QUALITY CONTROL A. If requested by the COUNTY, at least three cylinders shall be taken each day that manhole sections are cast, with batch samples to be designated by the laboratory representative. At least one set of cylinders will be taken from each 9 cubic yards of concrete used in manhole section construction. These samples will be tested for strength. If the samples fail to meet specified minimum concrete strength requirements, all manhole sections manufactured from the concrete from which the cylinders were made will be rejected. B. The COUNTY reserves the right to core manholes either at the job site or point of delivery to validate strength of concrete and placement of steel. If cores fail to demonstrate the required strength or indicate incorrect placement of reinforcing steel, all sections not previously tested will be considered rejected until sufficient additional cores are tested, at no increase in Contract Amount, to substantiate conformance to these requirements. C. Components of the manhole shall be free of fractures, cracks, and undue roughness. Concrete shall be free of defects, which indicate improper mixing or placing, and surface defects such as honeycomb or spalling. Cracks or broken ends due to improper handling will not be acceptable. No lift holes will be allowed except in rise and corbel sections. These holes shall not penetrate the wall and shall be filled with non - shrink grout after installation. PART 3 EXECUTION A. Lifting Holes: Grout lifting holes through the structure with non - shrink grout. B. Precast Base: Provide a precast base of not less than 8 inches in thickness with a minimum dimension across the precast base of 72 inches poured monolithically Section 02607 COLLIER COUNTY SEWER MANHOLES TECHNICAL SPECIFICATIONS Page 4 of 6 16 � C2 with the bottom section of the manhole walls, reinforced, with a minimum 28 -day compressive strength of 3000 psi. C. Joining Manhole Sections: Join precast sections using Ram -Nek or Kent -Seal plastic joint sealing compound and trimmed prior to grouting. The first construction joint shall be not less than 2 feet above the base slab. Use tongue and groove joints suitable for the flexible gasket. Use non- shrink grout inside and outside for,sealing between manhole precast sections. Grout shall be of'a type acceptable to the COUNTY and designed for use in water. Seal all openings and joints watertight. D. Top Termination: Terminate manhole tops at such elevations as will permit laying up grade rings under the manhole frame to make allowances for future street grade adjustments. E. Drop Connections: Manufacture drop connections, where required on precast manholes, with the manhole elements at the casting yard. Drop manholes shall be constructed per the Collier County Standard Details. F. Internal Protection: Provide internal protection for all manholes by either of the following: Sewpercoat, calcium- aluminate mortar blend coating system, or 2. IET Coating system — surface preparation shall include pressure washing at 5,000 psi, dry abrasive blasting with black beauty steel slag and application of the IET coat at three (3) different intervals to a total thickness of 925 mils. Install the coating systems per manufacturer's recommendation and completely protect the structure from corrosion. The liner or coating systems must extend and seal onto manhole ring, seal onto and around pipe openings, and any other protrusions, completely cover the bench and flow invert. Provide a five (5) -year unlimited warranty on all workmanship and products. The work includes the surface preparation and application of the coating or liner system, and shall protect the structure for at least five (5) years from all leaks and from failure due to corrosion from exposure to corrosive gases such as hydrogen sulfide. Repair internal coating of existing manholes cored during tie -in of new sewers by applying approved coating material as listed above in accordance with the manufacturer's recommendations. If existing manhole has an internal coating other than that listed above (e.g. epoxy coating), sandblast the interior of the existing manhole and apply an approved coating in accordance with the manufacturer's recommendations. Section 02607 COLLIER COUNTY SEWER MANHOLES TECHNICAL SPECIFICATIONS Page 5 of 6 { G. Coal Tar Epoxy: Coat all manhole, wet well, and valve vault exteriors with two (2) coats of coal tar epoxy to a minimum thickness of 8 dry-mils. END OF SECTION Section 02607 COLLIER COUNTY SEWER MANHOLES TECHNICAL SPECIFICATIONS Page 6 of 6 26 c2 SECTION 02608 CONCRETE COATINGS PART 1 SEWPERCOAT LINING SYSTEM/ IET COATING SYSTEM 1.1 SCOPE OF WORK A. This section provides details for furnishing and installing the SewperCoat lining system where shown on the drawings for protection of concrete structures against hydrogen sulfide corrosion. Coating materials shall be as manufactured by Lafarge Calcium Aluminates or approved equal. Perform installation by workers experienced in the application of the lining system to be used. B. This section provides details for furnishing and installing the Integrated Environmental Technologies (IET) coating system where shown on the drawings for protection of concrete structures against hydrogen sulfide corrosion. Coating materials shall be as manufactured by Integrated Environmental Technologies or approved equal. Perform installation by workers experienced in the application of the coating to be used. PART 2 PRODUCTS 2.1 SEWPERCOAT LINING SYSTEM A. The SewperCoat lining system shall be as distributed by Lafarge Calcium Aluminates, Chesapeake, VA, or equal. B. Pure -fused Calcium Aluminate Cement Lining: The cement lining material shall be a pure fused calcium aluminate mortar with pure fused calcium aluminate aggregate equal to SewperCoat as manufactured by Lafarge Calcium Aluminates, Inc. The material shall be spray applied in accordance with the manufacturer's specifications. 1. The material shall be packaged from the manufacturer so as not to require field mixing of mortar and aggregate to obtain recommended composition. 2. The material shall form a mechanical and chemical bond to the wetwell surface with zero shrinkage. The material shall have a minimum 28 -day compressive strength of 9000 psi. 3. The material shall be suitable for use in a severe hydrogen sulfide (HzS) environment. 4. Provide documentation that the material has a minimum 5 -year history in the reconstruction of sanitary sewer structures. Section 02608 COLLIER COUNTY CONCRETE COATINGS TECHNICAL SPECIFICATIONS Page 1 of 4 .1(;, L,z 2.2 IET COATING SYSTEM A. The IET Coating System shall be as distributed by Integrated Environmental Technologies, Santa Barbara, CA, or equal. B. Polymorphic Resin shall be a 100% solids, two- component, highly modified polyester resin system, exhibiting no adhesion - interfering shrinkage upon curing. Resin shall cure rapidly within fifteen minutes to one hour without the use of heat or cooling at surface temperatures ranging from —30 degrees Fahrenheit to over +150 degrees. Excellent resistance to a broad range of corrosive chemicals, including sulfuric acid created by hydrogen sulfide gas as well as other chemicals typically found in sanitary sewers, and impact and abrasion attack shall be provided. PART 3 EXECUTION 3.1 SEWPERCOAT LINING A. Plug or bypass all pipes in service before any work is started on the structure. No debris is to be flushed down the line. B. Anyone entering the structure must conform to all OSHA requirements for "Confined Space Entry" equipment and permitting. C. Prepare surface in accordance with the requirements of SewperCoat Data Sheets on Concrete. Preparation. Interior surfaces of wetwell shall be sound, porous, dry, and free of dust, dirt, oil, grease and other contaminants prior to application of lining. D. Interior surface of structure must be abrasive - blasted to remove all loose patching, old coatings and any contamination in the concrete. Do not use silica sand. 1. Abrasive -blast "new" structures to remove all oils and patch mud, and to _ open pinholes and expose aggregate. 2. Abrasive -blast "rehab" structures to remove all loose patching, old coatings, and any contamination that penetrated the _concrete. The finished interior of the structure shall be gray. Coat the exposed invert/floor also. Where there is severe deterioration of the mortar, place new concrete to match the original interior dimensions after abrasive blasting and removal of all loose material and by- products of corrosion. Restore invert/floor to the original elevation. 3. Vacuum to remove all abrasives and debris. 4. Condition of the wetwell may require the use of a 10% solution of muriatic acid over all surfaces or the use of a detergent. If ann. acid or detergent Section 02608 COLLIER COUNTY CONCRETE COATINGS TECHNICAL SPECIFICATIONS Page 2 of 4 I 16 C2 solution is used, the surface shall be thoroughly rinsed and neutralized prior to the installation of the. liner system. E. Repair all leaks by injecting grout using Avanti Multi -grout AV -202 or equivalent. Hydraulic cement shall not be used to stop any water leaks. F. Spray Application: Mix and apply the pure fused calcium aluminate cement liner system in strict accordance with the manufacturer's written instructions using only manufacturers approved equipment. This includes the preparation, installation, curing and finish operation required for the completion of the process. 1. Wet gun: Spray the material directly to the damp wetwell surface in a two - coat application. Trowel the material smooth after each coat, completely covering the interior surface of the wetwell from the frame to the invert with a minimum thickness of 1 inch. Apply a "brushed" finish to the second coat after troweling. 2. Dry Gun: Spray the material directly to the damp wetwell surface in a one - coat application. Trowel the material smooth after the application, completely covering the interior surface of the wetwell from the frame to the invert with a minimum thickness of 1 inch. Apply a "brushed" finish after troweling. G. Curing: The material shall cure in strict accordance with the manufacturer's recommendations and instructions. H. Inspect lining system for holidays, cracks and pinholes. Take particular care to check (i ining over brick, block, heavy spalled surfaces, and other very rough surfaces and locate holes in the lining caused by voids in bricks, block, concrete and structure joints. Fill voids and holidays in accordance with the lining system manufacturer's instructions. !. Provide a five (5) year unlimited warranty on all workmanship and products. The work includes the surface preparation and application of the SewperCoat lining system, and shall protect the structure for at least five (5) years from all leaks, and from failure due to corrosion from exposure to corrosive gases such as hydrogen sulfide. 3.2 IET COATING A. Plug or bypass all pipes in service before any work is started on the structure. No debris is to be flushed down the line. B. Anyone entering the structure must conform to all OSHA requirements for "Confined Space Entry " equipment and permitting. C. Prepare surface in accordance with the requirements of IET Systems Data Sheets on Concrete Preparation. Interior surfaces of manhole shall be sound, porous, dry, COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02608 CONCRETE COATINGS Page 3 of 4 16 CZ and free of dust, dirt, oil, grease and other contaminants prior to application of lining. D. Dry abrasive -blast Interior surface of structure to remove all loose patching, old coatings and any contamination in the concrete. Do not use silica sand. 1. Dry abrasive - blast. "newt' structures to remove all oils and patch mud, and to open pin holes and expose aggregate. 2. Dry abrasive -blast "rehab" structures to remove all loose patching, old coatings, and any contamination that penetrated the concrete. The finished interior of the structure shall be gray. Coat the exposed invert/floor also. Where there is severe deterioration of the mortar, place new concrete to match the original interior dimensions after abrasive blasting and removal of all loose material and by- products of corrosion. Restore invert/floor to the original elevation. 3. Vacuum to remove all abrasives and debris. E. Repair all leaks by injecting grout using Avanb Multi -grout AV -202 or equivalent. Hydraulic cement shall not be used to stop any water leaks. F. Clean and remove dust material with pressure washing for maximum adhesion. Blow dry concrete at 250 cfm with 120 psi. G. Apply IET Systems Coating by the use of the IET Systems Spray Unit and IET Systems Spincaster. Apply IET coating at feast three different intervals — prime coat, intermediate coat and finish coat, per IET Systems manufacturer instructions and specifications. The total thickness of the IET coating shall be at least 125 mils. H. Inspect lining system for holidays, cracks and pinholes. Take particular care to check lining over brick, block, heavy spalled surfaces, and other very rough surfaces and locate holes in the lining caused by voids in bricks, block, concrete and structure joints. Fill voids and holidays in accordance with the lining system manufacturer's instructions. 1. Provide a five (5) year unlimited warranty on all workmanship and products. The work includes the surface preparation and application of the IET coating system, and shall protect the structure for at least five (5) years from all leaks, and from failure due_ to corrosion from exposure to corrosive gases such as hydrogen sulfide. END OF SECTION Section 02608 COLLIER COUNTY CONCRETE COATINGS TECHNICAL SPECIFICATIONS Page 4 of 4 SECTION 02620 HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required to install High Density Polyethylene (HDPE) pressure pipe, fittings, and appurtenances as shown on the Drawings and specified in the Contract Documents. B. High Density Polyethylene (HDPE) — Collier County Utilities has the option of approving the use of HDPE for pipeline crossings of roadways, ditches, canals, and environmentally sensitive lands. HDPE mains shall have the same equivalent internal diameter and equivalent pressure class rating as the corresponding PVC pipe, unless otherwise approved by the COUNTY. For all roadway crossings requiring casing pipe; a steel or DR 11 HDPE casing pipe must be provided. The Department of Transportation having jurisdiction of said road and right -of -way must grant specific approval. 1.2 REFERENCED STANDARDS A. All standard specifications, i.e., Federal, ANSI, ASTM, etc., made a portion of these Specifications by reference, shall be the latest edition and revision thereof. 1.3 QUALIFICATIONS A. Furnish all HDPE pipe, fittings, and appurtenances by a single manufacturer who is fully experienced, reputable and qualified in the manufacture of the items to be furnished. 1.4 SUBMITTALS A. Submit to the ENGINEER, a list of materials to be furnished, the names of the suppliers, and the appropriate shop drawings for all HDPE pipe and fittings. B. Submit the pipe manufacturer's certification of compliance with the applicable sections of the Specifications. C. Submit shop drawings showing installation method and the proposed method and specialized equipment to be used. Section 02620 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 7 of 8 1.5 INSPECTIONS AND TESTS 16 C2 A. All work shall be inspected by an Authorized Representative of the COUNTY who shall have the authority to halt construction if, in his opinion, these specifications or standard construction practices are not being followed. Whenever any portion of these specifications is violated, the COUNTY or its authorized representative, may order further construction to cease until all deficiencies are corrected. 1.6 WARRANTY AND ACCEPTANCE A. Warrant all work to be free from defects in workmanship and materials for a period of one year from the date of completion of all construction. If work meets these specifications, a letter of acceptance, subject to the one year warranty period, shall be given at the time of completion. A final acceptance letter shall be given upon final inspection at the end of the one year warranty period, provided the work still complies with these specifications. In the event deficiencies are discovered during the warranty period, the CONTRACTOR shall correct them without additional charge to the COUNTY before final acceptance. During the warranty period, the ENGINEER will determine if warranty repairs or replacement work shall be performed by the CONTRACTOR. The decision of the ENGINEER shall be binding upon the CONTRACTOR. PART 2 PRODUCTS 2.1 POLYETHYLENE PIPE AND FITTINGS A. Provide polyethylene pressure pipe manufactured from PE3408 polyethylene meeting AWWA C906 standards. When specified by the ENGINEER on the construction drawings, as an alternate to PVC, HDPE (ductile iron pipe sized) piping can be used for buried applications. Iron pipe sized (IPS) HDPE piping can be used for below - ground applications as determined by the ENGINEER. B. The diameter of DR 11 HDPE casing pipe provided for roadway crossings or other purposes shall conform to the following table: For PVC. DIP and HDPE Pressure Carrier Pipes: Carrier Pipe Casing Pipe Nominal Size Nominal Diameter Inches Inches 2 10 4 14 6 16 8 18 10 20 Section 02620 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 2 of 8 16 C2 For PVC, DIP or HDPE Pressure Carrier Pipes (Continued):. Carrier Pipe Casing Pipe Nominal Size Nominal Diameter Inches Inches 12 24 14 28 16 30 18 34 20 36 24 42 For Gravity Sewer Carrier Pipes: Carrier Pipe Casing Pipe Nominal Size Nominal Diameter Inches Inches 8 14 10 16 12 20 15 24 18 26 21 30 24 32 27 36 C. Where HDPE pipe is joined to HDPE pipe, it shall be by thermal butt fusion. Thermal fusion shall be accomplished in accordance with the pipe manufacturer and fusion equipment supplier specifications. The CONTRACTOR installing thermal butt fused HDPE pipe shall have a minimum of five years experience performing this type of work. D. Qualification of Manufacturer: The Manufacturer shall have manufacturing and quality control facilities capable of producing and assuring the quality of the pipe and fittings required by these specifications. The Manufacturer's production facilities shall be open for inspection by the COUNTY or its authorized representative. Qualified manufacturers shall be approved by the COUNTY. E. Approved Manufacturer: Manufacturers that are qualified and approved are listed below: Performance Pipe, a Division of Chevron Phillips Chemical Company, LP PolyPipe, Rinkers Materials Corporation Products from other manufacturers proposed for the work must receive approval from the COUNTY prior to ordering. Section 02620 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 3of8 16 �Z F. Materials: Materials used for the manufacture of polyethylene pipe and fittings shall be PE3408 high density polyethylene meeting cell classification 345434C or 345434E per ASTM D3350; and meeting Type III, Class B or Class C, Category 5, Grade P34 per ASTM D1248; and shall -be-fitted in the name of the pipe and fitting manufacturer in PPI (Plastics Pipe Institute) TR-4, Recommended Hydrostatic Strengths and Design Stresses for Thermoplastic Pipe and Fittings Compounds, with a standard grade rating of 1600 psi at 73 °F. The Manufacturer shali certify that the materials used to manufacture pipe and fittings meet these requirements. G. Polyethylene Pipe: Polyethylene pipe shall be manufactured in accordance with ASTM F714, Polyethylene (PE) Plastic Pipe (SDR -PR) Based on Outside Diameter or ASTM D3035, Polyethylene (PE) Plastic Pipe (DR -PR) Based on Controlled Outside Diameter and shall be so marked. Each production lot of pipe shall be tested for (from material or pipe) melt index, density, % carbon, (from pipe) dimensions and either quick burst or ring tensile strength (equipment permitting). H. Color Identification: HDPE must have at least three equally spaced horizontal colored marking stripes. Permanent identification of piping service shall be provided by adhering to the following colors. Blue — potable water White — raw water Green —wastewater, sewage Pantone Purple — non - potable irrigation, reclaimed or reuse water I. Polyethylene Fittings and Custom Fabrications: Polyethylene fittings and custom fabrications shall be molded or fabricated by the pipe manufacturer. Butt fusion outlets shall be made to the same outside diameter, wall thickness, and tolerances as the mating pipe. All fittings and custom fabrications shall be fully rated for the same internal pressure as the mating pipe. Pressure de -rated fabricated fittings are prohibited. J. Molded Fittings: Molded fittings shall be manufactured in accordance with ASTM D3261, Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing, and shall be so marked. Each production lot of molded fittings shall be subjected to the tests required under ASTM D3261. K. X -Ray Inspection: The Manufacturer shall submit samples from each molded fittings production lot to x -ray inspection for voids, and shall certify that voids were not found. L. Fabricated Fittings: Fabricated fittings shall be made by heat fusion joining specially machined shapes cut from pipe, polyethylene sheet stock, or molded fittings. Fabricated fittings shall be rated for internal pressure service equivalent to the full service pressure rating of the mating pipe. Directional fittings 16" IPS and larger such as elbows, tees, crosses, etc., shall have a plain end inlet for butt Section 02620 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 4 of 8 16 C2 fusion and flanged directional outlets. Part drawings shall be submitted .for the approval of the ENGINEER. M. . Polyethylene Flange Adapters: Flange adapters shall be made with sufficient through -bore length to be clamped in a butt fusion joining machine without the use of a stub -end holder. The sealing surface of the flange adapter shall be machined with a series of small v- shaped grooves to provide gasketless sealing; or to restrain the gasket against blow -out. N. Back -up Rings and Flange Bolts: Flange adapters shall be fitted with lap joint flanges pressure rated equal to or greater than the mating pipe. The lap joint flange bore shall be chamfered or radiused to provide clearance to the flange adapter radius. Flange bolts and nuts shall be Grade 2 or higher. 2.2 MANUFACTURER'S QUALITY CONTROL A. The pipe and fitting manufacturer shall have an established quality control program responsible for inspecting incoming and outgoing materials. Incoming polyethylene materials shall be inspected for density, melt flow rate, and contamination. The cell classification properties of the material shall be certified by the supplier, and verified by Manufacturer's Quality Control. Incoming materials shall be approved by Quality Control before processing into finished goods. Outgoing materials shall be checked for: • Outside diameter, wall thickness, and eccentricity as per ASTM D2122 at a frequency of at least once /hour or once /coil, whichever is less frequent. • Out of Roundness at frequency of at least once /hour or once /coil, whichever is less frequent. • Straightness, inside and outside surface finish, markings and end cuts shall be Visually inspected as per ASTM F714 on every length of pipe. Quality Control shall verify production checks and test for: • Density as per ASTM D1505 at a frequency of at least once per extrusion lot. • Melt Index as per ASTM D1238 at a frequency of at least once per extrusion lot. • Carbon content as per ASTM D1603 at a frequency of at least once per day per extrusion line. • Quick burst pressure (sizes thru 4 -inch) as per ASTM D1599 at a frequency of at least once per day per line. • Ring Tensile Strength (sizes above 4 -inch equipment permitting) as per ASTM D2290 at a frequency of at least once per day per line. • ESCR (size permitting) as per ASTM F1248 at a frequency of at least once per extrusion lot. Section 02620 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 5 of 8 16 C2 X -ray inspection shall be used to inspect molded fittings for voids, and knit line strength shall be tested. All fabricated fittings shall be inspected for joint quality and alignment. 2.3 COMPLIANCE TESTS A. In case of conflict with Manufacturer's certifications, the CONTRACTOR, ENGINEER, or COUNTY may request re- testing by the manufacturer or have re- tests performed by an outside testing service. All re- testing shall be at the requestor's expense, and shall be performed in accordance with the Specifications. B. Installation shall be in accordance with Manufacturer's recommendations and this specification. All necessary precautions shall be taken to ensure a safe working environment in accordance with the applicable codes and standards. PART 3 EXECUTION 3.1 INSTALLATION OF HIGH DENSITY POLYETHYLENE PRESSURE PIPE AND FITTINGS A. Install all high density polyethylene (HDPE) pressure pipe by direct bury, directional bore, or a method approved by the COUNTY or ENGINEER prior to construction. If directional bore is used, or if directed by the COUNTY or ENGINEER, surround the entire area of construction by silt barriers. Install all high density polyethylene pressure pipe and fittings in accordance with Manufacturer's recommendations, and this specification. Take all necessary precautions to ensure a safe working environment in accordance with the applicable codes and standards. 3.2 HEAT FUSION JOINING A. Make joints between plain end pipes and fittings by butt fusion, and joints between the main and saddle branch fittings by using saddle fusion using only procedures that are recommended by the pipe and fitting Manufacturer. Ensure that persons making heat fusion joints have received training and certification for heat fusion in the Manufacturer's recommended procedure. Maintain records of trained personnel, and shall certify that training was received not more than 12 months before commencing construction. External and internal beads shall not be removed. 3.3 MECHANICAL JOINING A. Polyethylene pipe and fittings may be joined together or to other materials by means of flanged connections (flange adapters and back -up rings) or mechanical Section 02620 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 6of8 16 C2 couplings designed for joining polyethylene pipe or for joining polyethylene pipe to another material. A stainless steel sleeve insert shall be used with a mechanical coupling. Mechanical couplings shall be fully pressure rated and fully thrust restrained such that when installed in accordance with manufacturer's recommendations, a longitudinal load applied to the mechanical cooling will cause the pipe to yield before the mechanical coupling disjoins. Do not use external joint. restraints in lieu of fully restrained mechanical couplings. 3.4 BRANCH CONNECTIONS A. Make branch connections to the main with saddle fittings or tees. Saddle fuse polyethylene saddle fittings to the main pipe. 3.5 EXCAVATION A. Excavate trenches in conformance to this specification, the plans and drawings, or as authorized in writing by the COUNTY, and in accordance with all applicable codes. Remove excess groundwater. Where necessary, shore or reinforce trench walls. 3.6 LARGE DIAMETER FABRICATED FITTINGS A. Butt fuse fabricated directional fittings 16" IPS and larger to the end of a pipe. Make up the flanged directional outlet connections in the trench. 3.7 MECHANCIAL JOINT AND FLANGE INSTALLATION A. Install mechanical joints and flange connections in accordance with the Manufacturer's recommended procedure. Center and align flange faces to each other before assembling and tightening bolts. Do not use the flange bolts to draw the flanges into alignment. Lubricate bolt threads, and fit flat washers under the flange nuts. Tighten bolts evenly according to the tightening pattern and torque step recommendations of the Manufacturer. At least one hour after initial assembly, re- tighten flange connections following the tightening pattern and torque step recommendations of the Manufacturer. The final tightening torque shall be 100 ft -ibs or less as recommended by the Manufacturer. 3.8 FOUNDATION AND BEDDING A. Lay pipe on grade and on a stable foundation. Remove unstable or mucky trench bottom soils, and install a 6 -inch foundation or bedding of compacted Class I material to pipe bottom grade. Remove excess groundwater from the trench before laying the foundation or bedding and the pipe. A trench cut in rock or stony soil shall be excavated to 6 inches below pipe bottom grade, and brought back to grade with compacted Class I bedding. Remove all ledge rock, boulders, and large stones. Section 02620 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 7 of 8 3.9 PIPE HANDLING 16 A. When lifting with slings, use only wide fabric choker slings to lift, move, or lower pipe and fittings. Do not use wire rope or chain. Slings shall be of sufficient capacity for the load, and shall be inspected before use. Do not use worn or defective equipment. 3.10 TESTING A. Butt Fusion Testing: On the first day butt fusions are to be made, the first fusion shall be a trial fusion. After the trial fusion is allowed to cool completely, cut out fusion test straps. The test strap shall be 12 inches (min) or 30 times the wall thickness in length with the fusion in the center, and 1 inch (min) or 1.5 times the wall thickness in width. Bend the test strap until the ends of the strap touch. If the fusion fails at the joint, make a new trial fusion, cool completely, and re -test. Do not commence butt fusion of pipe to be installed until a trial fusion has passed the bent strap test. Perform all butt fusion joints in the presence of the ENGINEER or his representative. Record the temperature and corresponding time for each fusion joint. B. Hydrostatic Pressure Testing: Pressure test and flush HDPE pipes after swabbing in accordance with Section 02675 and 02676. END OF SECTION Section 02620 COLLIER COUNTY HIGH DENSITY POLYETHYLENE TECHNICAL SPECIFICATIONS (HDPE) PIPE AND FITTINGS Page 8 of 8 I SECTION 02622 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for providing buried PVC pipe, fittings and appurtenances. 1. Provide PVC pipe and fittings complete with all necessary jointing facilities and materials, specials, adapters and other appurtenances required for installation in and completion of the pipelines to be constructed. 2. Provide plain end or rubber gaskets (push -on or mechanical joint) of the types, sizes and classes shown or specified. B. Related Work Specified In Other Sections Includes: 1. Section 02630 - Buried Ductile -Iron Pipe and Fittings 2. Section 02650 - Laying and Jointing Buried Pipelines 3. Section 02675 - Disinfection 4. Section 02676 - Leakage Tests 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM D3034 - Type PSM Vinyl Poly Chloride (PVC) Sewer Pipe and Section 02622 COLLIER COUNTY, POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 1 of 6 Fittings 2. ASTM F679 - Vinyl Poly Chloride (PVC) Large Diameter Plastic Gravity Sewer Pipe and Fittings 3. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4 In. through 12 In., for Water Distribution 4. AWWA C905 - Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14 In. through 36 In.. 5. AWWA C907 - Polyvinyl Chloride (PVC) Pressure Fittings for Water - 4 In. through 8 In. 6. ASTM D2321- Underground Installation of Flexible Thermoplastic Sewer Pipe 7. ASTM F477 - Elastomeric Seals (Gaskets) For Joining Plastic Pipe 8. ANSI A21.10 - Ductile -Iron and Gray -Iron Fittings 3 inches through 48 .inches, for Water and Other Liquids. 9. ANSI A21.11 - Rubber - Gasket Joints for Ductile -Iron and Gray Iron Pressure Pipe and Fittings Section 02622 COLLIER COUNTY, POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 1 of 6 � C2 10. Uni -Bell B -11 1.3 SYSTEM DESCRIPTION A. Design Standards: Provide fittings meeting the requirements of ASTM D 3034. Provide 18 -inch through 27 -inch PVC gravity sewer pipe and fittings meeting the requirements of ASTM F 679. 1. Gravity Sewer Pipe - PVC pipe shall be of the integral wall bell and spigot joint type; which meets or exceeds all requirements set forth in ASTM D3034, latest revision. Minimum wall thickness shall conform to ASTM SDR 26. PVC pipes used for gravity sewers shall be green in color. Fittings shall be made of PVC plastic as defined by ASTM SDR 26 1784, latest revision. Flexible gasketed joints shall be compression type conforming to ASTM D3201, latest revision. Elastomeric joint gaskets shall conform to ASTM F477, latest revision. At all conflict crossings using 4 " -12" substitute C900 PVC, Class 200, DR 14 and for PVC pipe 16" and larger use DR 25. 2. Force Main Pipe — PVC pipe meeting the latest revision of AWWA C900 or AWWA C905 shall be provided. For installation of 4" — 12" pipe, the pressure class shall be 150 with a DR of 18. For installation of 14" — 24" pipe, use pressure class 165, DR 25, meeting or exceeding the requirements of Uni -Bell B -11. PVC pipes used for force mains shall be green in color. Outside diameters shall be equivalent to ductile iron pipe of the same nominal size. Joints between successive lengths of straight PVC pipe shall be compression type using a single elastomeric gasket, per ASTM C -3139 and F477. Fittings for C900 pipe 8 inch and smaller shall be C900 rated PVC. Restraint shall be provided for horizontal or vertical alignment changes using uni -flange type collars, epoxy coated, with high strength, low alloy hardware, EBAA iron sales, Inc. "Megalug," "Uni- flange" or Romac Industries, Inc. "Grip Ring ". Fittings above 8 inch shall conform to the standards in Section 02505, until such time that C900 rated fittings in sizes larger than 8 inch are available. PVC pipe direct buried beneath roadways, parking lots or parking lot entrances shall meet AWWA Specification C900 or C905, latest revision. All 4" to 12" pipe in such locations shall be a minimum of Class 200, DR 14, and all 14" to 24" pipe shall be a minimum of Class 235, DR 18. Pressure Class 250 ductile iron pipe may be used instead of PVC in these locations if approved by the COUNTY. 3. Potable, Raw and Non - Potable Irrigation Water Main Pipe - PVC shall conform to AWWA Specification C900 or C905, latest revision. All 6" to 12" pipe shall be a minimum of Class 150, DR 18 and all 14" to 24" pipe shall be a minimum of Class 165, DR 25 and shall meet or exceed Uni -Bell B -11. Ali potable water pipe shall bear the seal of the National Sanitation Foundation (NSF) for potable water pipe. All pipe shall be marked with the manufacturer's name, nominal size, type of plastic and pressure rating. All PVC pipe used for potable water lines shall be blue in color. PVC pipes used for raw water shall be white in color. PVC pipes used for non - potable Section 02622 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 2 of 6 16 C2 irrigation, reclaimed or reuse water shall be purple in color. Pipe O.D. shall be equivalent to cast iron pipe of the same nominal size. PVC pipe direct buried beneath roadways, parking lots or parking lot entrances shall meet AWWA Specification C900 or C905, latest revision. All 4" to 12" pipe in such locations shall be a minimum of Class 200, DR 14, and all 14" to 24" pipe shall be a minimum of Class 235, DR 18. Pressure Class 250 ductile iron pipe may be used instead of PVC in these locations if approved by the COUNTY. 4. Provide pipe of the various sizes and classes as specified in the schedule or shown. Restrain all pressure pipe joints. 5. Construct concrete encasements only with written permission from the Water Director. 1.4 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Division 1. B. Submit the following shop drawings: 1. Pipe joints, fittings, sleeves and cleanouts. Where special designs or fittings are required, show the work in large detail and completely describe and dimension all items. 2. Fully dimensioned drawings of piping layouts, including fittings, couplings, sleeves, cleanouts, valves, supports and anchors. Label pipe size, materials, type, and class on drawings and include the limits of each reach of restrained joints. Provide cross sections showing elevations of cleanouts, pipes, fittings, sleeves, and valves. 3. Catalog data for pipe, joints, fittings, sleeves, harnessing and cleanouts. C. Quality Control: Submit certificate of compliance for pipe, fittings, gaskets, coatings, specials, sleeves and cleanouts in accordance with this Section. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle all pipe, fittings and appurtenances as specified in Division 1 and Section 02650. Section 02622 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 3 of 6 PART 2 PRODUCTS 2.1 MATERIALS 16 C 2 ' A. Fittings for Pressure Pipe: Provide all fittings meeting the requirements of Sections 02630. B. Joints and Fittings for Gravity Sewer Pipe: Provide all fittings meeting the requirements of ASTM D 3034 and ASTM F 679. Provide joints that are a molded integral part of the pipe section. Do not use joints or couplings furnished loose. Provide joints with elastomeric gasket joints. C. Joints for Pressure Pipe: Provide pipe with bell ends in accordance with AWWA C900 and AWWA C905. Provide joints with elastomeric gasket joints. D. Elastomeric. Gasket Joints: Provide elastomeric gasket joints in accordance with ASTM F 477. E. Rubber Gasket Joints: Provide mechanical joints meeting the requirements of ANSI A21.11. F. Color: Provide pipe made of 100 percent of the color specified. Provide green sewer or force main pipe. Provide blue potable water pipe. Provide white raw water pipe. Provide purple non - potable irrigation, reclaimed or reuse water pipe. G. Pipe Marking: Provide mark on each pipe at internals of 5 feet or less to designate compliance with applicable ASTM or AWWA specification. H. Temporary Bulkheads: Provide temporary bulkheads at the ends of sections where adjoining pipelines have not been completed and are not ready to connect. 1. Remove all temporary bulkheads when they are no longer needed. I. Date of Manufacturer: Provide pipe and fitting manufactured no earlier than 12 month period proceeding the date of the Agreement. J. Wail Thickness for Pressure Pipe: 1. 4 through 12 inches diameter — provide AWWA -C900 DR 14, Class 200 for pressure pipe installed under pavement. 2. 14 through 24 inches diameter — provide AWWA -C905 DR 25, PR 165 for pressure pipe installed under pavement. K. Restraining Devices: Restraining joints shall be placed at all bends, tees, plugs, reducers, and other fittings to provide lateral support, and shall conform to the Collier County Standard Details. Concrete thrust blocks shall. only be utilized if approved by Collier County Utilities. Section 02622 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 4 of 6 i 16 C 2 1. Joint restraint devices for ductile iron mechanical joint fittings to PVC pipe shall be EBAA Iron Inc., Series 2000PV, Uniflange, Romac Industries or approved equal. 2. Bell joint restraint devices for PVC push joint pipe shall be EBAA Iron Inc., Series 1600 for C900 pipe and Series 2800 for C905 pipe or approved equal. PART 3 EXECUTION 3.1 INSTALLATION A. Install all buried PVC pipe and fittings in accordance with the manufacturer's recommendations and approved shop drawings and as specified in Division 1 and Section 02650. 3.2 LEAKAGE TESTING A. Cleaning: Flush clean and test all pipes after installation. B. Testing: Test pipes for leaks and repair or. tighten as required. C. Procedures: Conduct tests in accordance with Section 02676. 3.3 DISINFECTION A. General: Disinfect ail pipelines that are to carry potable water before they are placed in service as specified in Section 02675. 3.4 SCHEDULES: A. Refer to the Schedules contained in Section 02650 Laying and Jointing Buried Pipelines for information on the piping that is to be constructed using the pipe materials and methods specified herein. END OF SECTION Section 02622 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 5 of 6 16 C2' NO TEXT FOR THIS PAGE Section 02622 COLLIER COUNTY POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS TECHNICAL SPECIFICATIONS Page 6 of 6 16. C2 I SECTION 02630 DUCTILE IRON PIPE (DIP) AND FITTINGS PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required, and install ductile iron pipe, fittings and appurtenances as shown on the Drawings and as specified. herein. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Section 02650 - Laying and Jointing Buried Pipe 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Commercial Standards: (Latest Revision) 1. ANSI /AWWA C104/A21.4 Cement - Mortar Lining for Ductile -Iron Pipe and Fittings for Water. 2. ANSI /AWWA C105/A21.5 Polyethylene Encasement for Ductile -Iron Piping for Water and Other Liquids. 3. ANSI /AWWA C110/A21.10 Ductile -Iron Fittings, 3 in. Through 48 Inches, for Water and Other Liquids. (C110 2-48 inches). 4. ANSI /AWWA C111/A21.11 Rubber Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 5. ANSI /AWWA C1 15/A21.15 Flanged . Ductile -iron Pipe with Threaded Flanges. 6. ANSI /AWWA C150/A21.50 Thickness Design of Ductile -Iron Pipe. 7. ANSI /AWWA. C1511A21.51 Ductile -Iron Pipe, Centrifugally Cast for Water or Other Liquids. 8. ANSI /AWWA C153/A21.53 Ductile -Iron Compact Fittings, 3 inches through 16 inches, for Water and Other Liquids. 9. AWWA C600 Installation of Ductile Iron Water Mains and Their Appurtenances. Section 02630 COLLIER COUNTY DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 1 of 10 16 C 2 10. Collier County Utilities Standards and Procedures Ordinance 1.4 CONTRACTOR SUBMITTALS A. Shop Drawings: Submit shop drawings of pipe and fittings in accordance with the requirements in the General Conditions, the requirements of the referenced standards and the following supplemental requirements as applicable: 1. Certified dimensional drawings of all valves, fittings, and appurtenances. 2. In all cases, a line layout to indicate the limits of each reach of restrained joints or of concrete encasement shall be supplied. (NOTE: Obtain COUNTY Water Director's approval of all proposed concrete encasement of ductile iron pipe.) B. Certifications: Furnish a certified .:affidavit of compliance for all pipe and other products or materials fumished under this Section of the Specifications, which indicates that all tests have been made and that all results comply with the requirements of AWWA C151, including but not necessarily limited to the following: 1. Acceptance Tests. 2. Hydrostatic Tests. 3. Low Temperature Impact Tests. C. Additional Documentation: Upon request, furnish foundry records in the form of written transcripts. D. All expenses incurred for certification, testing, and data submittal shall be borne by the CONTRACTOR or the Supplier. 1.5 QUALITY ASSURANCE A. Inspection: All pipe shall be available for inspection at the place of manufacture prior to shipping in accordance with the provisions of the referenced standards. Notify the ENGINEER in writing not less than 10 calendar days prior to the shipping of the pipe. B. The ENGINEER shall be given access to all areas where manufacturing and testing is performed and shall be permitted to make all inspections necessary to confirm manufacturer compliance with these Specifications. C. Tests: Except as modified herein, all materials used in the manufacture of the pipe shall be tested in accordance with the requirements of the referenced standards as applicable. D. Provide data on material tests at no additional cost to the COUNTY. Section 02630 COLLIER COUNTY DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 2 of 10 16 c2 E. In addition to those tests specifically required, the ENGINEER may request additional samples of any material including lining and coating samples for testing by the COUNTY. Furnish the additional samples at no additional cost to the COUNTY. 1.6 CORROSION PROTECTION A. If specifically approved by Collier County Utilities for use, provide exterior protection for underground ductile iron pipe and fittings within areas of severe corrosive conditions. This shall be accomplished by the installation of polyethylene encasement through the area of concern. The soil, test evaluation to determine the necessity for extra protection in suspect areas shall be those set forth in ANSI Standard A21.5. Additionally, where other existing utilities are known to be cathodically protected, ductile iron pipe crossing said utility shall be protected for a distance of 20 feet to each side. If ductile iron pipe, is to be installed parallel to and within 10 feet of cathodically protected pipe, then protection shall be provided for the entire length. Do not install steel pipe in severe corrosion areas. PART 2 PRODUCTS 2.1 GENERAL A. Protective Lining for Water Mains: Cement mortar lined ductile iron pipe shall conform to ANSI /AWWA C151 and C104, subject to the following supplemental requirements. The pipe shall be of the diameter and class shown, shall be furnished complete with rubber gaskets as indicated in. the Contract Documents, and all specials and fittings shall be provided as required under the Contract Documents. B. Protective Lining for Force Mains and Sewers: Where lining is shown, specified or required, for the protection of pipelines carrying sewage from corrosive gases, line the pipe using protective ceramic epoxy coating or polyethylene lining in accordance with the manufacturer's written instructions. For ceramic epoxy lining, abrasive blast clean pipe and fittings to a near white surface to SSPC SP -10 and provide 40 mils minimum of dry film thickness of ceramic epoxy lining using Protecto 401 coating as manufactured by Vulcan Painters and certified by U.S. Pipe and Foundry. For polyethylene lining, provide Polybond Plus (60 mils minimum thickness) as manufactured by American Cast Iron Pipe, or approved equal. C. Handling and Storage: Handle the pipe by using wide slings, padded cradles, or other devices designed and constructed to prevent damage to the pipe and its lining. The use of equipment or handling, which might injure the pipe and its lining, will not be permitted. Stockpiled pipe shall be suitably supported and shall be secured to prevent accidental rolling. Assure that all other pipe handling equipment and methods is acceptable to the ENGINEER. Section 02630 COLLIER COUNTY DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 3 of 10 16 C2� D. Laying lengths: Maximum pipe laying lengths shall be 20 feet. E. Finish: The pipe shall have smooth dense interior surfaces and shall be free from fractures, excessive interior surface crazing and roughness, in accordance with ANSI /AWWA C104. F. Closures and Correction Pieces: Provide closures and correction pieces as required so that closures may be made due to different headings in the pipe laying operation and so that correction may be made to adjust the pipe laying to conform to pipe stationing shown on the Drawings or line layouts where applicable. 2.2 PIPE DESIGN CRITERIA A. General: Ductile Iron pipe shall be designed in accordance with the requirements of ANSI/AWWA C150 as applicable and -as modified in this Section. B. Pipe Wall Thickness for Internal Pressure: The pipe shall be designed with a net thickness to withstand the design internal pressure in accordance with the hoop stress formula. In addition to the requirements of the Section, the minimum wall thickness shall be in accordance with the minimum thickness wall depicted in table 50.5 of ANSI /AWWA C150. C. Potable, Raw and Non - Potable Irrigation Water Mains: 1. Ductile Iron Pipe shall be a minimum of pressure Class 250 and will be accepted in any diameter for use within the water distribution system. 2. All aboveground potable water main pipe shall be painted Federal Safety Blue. All aboveground raw water main pipe shall be painted white. All aboveground non- potable irrigation, reclaimed or reuse water main pipe shall be painted Pantone Purple 522C. The pipe wail thickness shall not be less than that required by a working pressure of 250 psi in laying condition Type 4 "B" with 5 -foot cover in conformance with ANSI Standard A21.50. D. Force Mains and Gravity Sewers: 1. Ductile Iron Pipe shall be a minimum of pressure Class 150 and will be accepted in any diameter for use within the wastewater collection system. 2. Ductile iron pipe for Gravity Sewer applications in not permitted unless the ENGINEER can demonstrate that C900 PVC pipe, Class 150 or 200, cannot be utilized from a structural standpoint. 3. All aboveground force main pipe shall be painted Safety Green. The pipe wall thickness shall not be less than that required by a working pressure of 150 psi. Section 02630 COLLIER COUNTY DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 4 of 10 16 c P. 2.3 MATERIALS A. Ductile Iron Pipe: Pipe materials shall conform to the requirements of ANSI /AWWA C151. B. Adapters to connect ductile iron pipe or fittings to pipe or fittings of dissimilar materials shall be supplied by the CONTRACTOR in accordance with the pipe manufacturer recommendations, and as approved by the ENGINEER. C. Water Mains: 1. All water mains shall contain cement for mortar lining conforming to the requirements of ANSI /AWWA C104. Cement for mortar lining shall be Type 11 or V. A fly ash or pozzolan shall not be used. D. Force Mains and Gravity Sewer: 1. All Ductile iron pipe used within the wastewater system shall be lined with. polyethylene in accordance with ASTM D1248. Pipe and fittings shall be lined as specified herein. Each piece of pipe shall bear a marking denoting the class to which it belongs. 2.4 SPECIALS AND FITTINGS A. Fittings for Potable, Raw, Non - Potable Irrigation, Reclaimed and Reuse Water Systems: 1. Fittings for ductile iron pipe shall conform to the requirements of ANSI /AWWA C153/A21.53 or ANSI /AWWA C110/A21.10 for diameters 3 inches through. 48 inches and shall have a minimum pressure rating of 350 psi for pipe sizes 6 inches through 24 inches and 250 psi for sizes larger than 24 inches. Ductile iron fittings shall be double cement lined, seal coated and outside coated with an asphaltic material in accordance with AWWA C104 as specified. B. Fittings for Wastewater System: 1. Fittings in direct contact with wastewater 8 inches in diameter and smaller, shall be interior coated with a 12 mil thickness of coal tar epoxy coating. Pipe' and fittings, for force mains 10 inches in diameter and larger, shall be interior coated with either a 20 mil to 40 mil thickness polyethylene as specified above or a 12 mil thickness of coal tar epoxy coating in conformance with ASTM 1248. Pipe and fittings shall have an outside asphaltic coating as specified in AWWA Standard C151. Each piece of pipe shall bear a marking denoting the class to which it belongs. Section 02630 COLLIER COUNTY- DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 5 of 10 A# 2.5 DESIGN OF PIPE A. General: The pipe furnished shall be ductile iron pipe, lined as specified, with rubber gasketed joints. B. The pipe shall be designed, manufactured, tested, inspected, and marked according to applicable requirements previously stated and except as hereinafter modified, shall conform to ANSI /AWWA C150 and ANSI /AWWA C151. C. Pipe Dimensions: The pipe shall be of the diameter and class shown. The minimum wail thickness for each pipe size shall be as specified herein or shown on the Drawings. D. Fitting Dimensions: The fittings shall be of the diameter shown and class specified. E. Joint Design: Ductile iron pipe and fittings shall be furnished with mechanical joints, push -on joints and flanged joints as follows: 1. For buried pipe applications, unless otherwise indicated, mechanical and push -on joints shall conform to ANSI /AWWA C111/A21.11, with the minimum pressure rating of 350 psi. 2. For above- ground or buried vault applications, unless otherwise indicated, flanged joints shall conform to ANSI/AWWA C1 15/A21.15, with the minimum pressure rating of 250 psi. All above - ground fittings shall be painted blue. 3. Use manufactured, labeled gasket lubricant for push on joints with trade name and pipe manufacturer name, other lubricants are prohibited. 4. Nuts and bolts for flanged joints. shall be 304 stainless, as specified by the COUNTY, and conform to ANSI /AWWA C111. F. Restraining Devices: Restraining joints shall be placed at all bends, tees, plugs, reducers, and other fittings to provide lateral support, and shall conform to the Collier County Standard Details. Concrete thrust blocks shall only be utilized if approved by Collier County Utilities. 1. Joint restraint devices for ductile iron mechanical joint pipe and ductile iron mechanical joint fittings to ductile iron pipe shall be EBAA Iron Inc., Series 1100 Megalug (R), Uniflange, Romac Industries or approved equal. 2. Bell joint restraint devices for ductile iron push joint pipe shall be EBAA Iron Inc., Series 1700 Megalug (R) for bell restraint or approved equal. 3. Restrained push -on joints for push joint pipe shall be U.S. Pipe and Foundry, TR Flex, McWane Inc., Super -Lock, American Cast Iron Pipe Company, Lok -Ring or Flex -Ring. G. For bell- and - spigot ends with rubber gaskets, the clearance between the bells and spigots shall be such that when combined with the gasket groove configuration and the gasket itself will provide watertight joints under all operating conditions when properly installed. Require the pipe manufacturer to submit details complete Section 02630 COLLIER COUNTY DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 6 of 10 Lm� with significant dimensions and tolerances and also to submit performance data indicating that the proposed joint has performed satisfactorily under similar conditions. In the absence of a history of field performance, the results of a test program shall be submitted. H. Gaskets shall be a Buna N, Neoprene, or a Nitryl -based rubber product approved by the County. Gaskets shall have clean tips unless otherwise specified. Elastomeric gaskets conforming to ASTM F -477 shall also be acceptable. I. Shop- applied interior linings and exterior coatings shall be applied evenly to the nominal thickness specified. Holiday free cement is not possible to manufacture. Exterior coatings: asphalt coating for buried pipe or primed. pipe cannot be furnished holiday free. 2.6 CEMENT - MORTAR LINING ra 1:3 C. Cement - Mortar Lining For Shop Application: Except as otherwise provided herein, interior surfaces of all ductile iron pipe shall be cleaned and lined in the shop with cement -mortar lining applied centrifugally in conformity with ANSI /AWWA C104. Ductile -iron pipefittings need not have the cement -mortar lining applied centrifugally. The lining machines shall be of a type that has been used successfully for similar work. Every precaution shall be taken to prevent damage to the lining. If lining is damaged or found faulty at delivery site, the damaged or unsatisfactory portions shall be repaired in the filed in accordance with ANSI /AWWA C104. The nominal wet lining thickness shall be as follows: Nominal actory Nominal Replacement Nominal Pipe Diameter in. Applied Lining Thickness in. Lining Thickness in. 3 -12 1/8 1/8 1424 3/16 3/16 30 -64 1/4 1/4 Protection of Pipe Lining /Interior: All shop - applied cement mortar lining shall be given a seal coat of asphaltic material in conformance with ANSI /AWWA C104. 2.7 EXTERIOR COATING OF PIPE A. Exterior Coating of Buried Piping: The exterior coating shall be an asphaltic coating approximately 1 mil thick, conforming to ANSI /AWWA C151. 2.8 CORROSION PROTECTION A. If specifically approved by Collier County Utilities for use, exterior protection shall be provided for underground ductile iron pipe and fittings within areas of severe corrosive conditions. This shall be accomplished by the installation of Section 02630 COLLIER COUNTY DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 7 of 10 16 polyethylene encasement through the area of concern. The soil test evaluation to determine the necessity for extra protection in suspect areas shall be those set forth in ANSI Standard A21.5. Additionally, where other existing utilities are known to be cathodically protected, ductile iron pipe crossing said utility shall be protected for a distance of 20 feet to each side. If ductile iron pipe is to be installed parallel to and within 10 feet of cathodically protected pipe, then protection shall be provided for the entire length. Steel pipe shall not be installed in severe corrosion areas. PART 3 EXECUTION 3.1 INSTALLATION OF PIPE A. Handling and Storage: Carefully handle and protect all pipe, fittings, etc., against damage, impact shocks, and free fall and in accordance with ANSI /AWWA C600. Do not place pipe directly on rough rocky ground, but in such instances support the pipe in a manner that will protect the pipe against injury whenever stored at such trench site or elsewhere. Do not install any pipe where the lining or coating show defects that may be harmful as determined by the ENGINEER. Repair such damaged lining or coating, or furnish and install a new undamaged pipe. B. Repair or replace all pipe damaged prior to Substantial Completion or during warrantee period. C. Inspect each pipe and fitting prior to installation to insure that no damaged portions of pipe are installed. D. Before placement of pipe in the trench, thoroughly clean each pipe or fitting of any foreign substance that may have collected therein, and keep the pipe clean at all times thereafter. For this purpose, close the openings of all pipes and fittings in the trench during any interruption to the work. E. Pipe Laying: Install the pipe in accordance with ANSI /AWWA C600. F. Lay pipe directly on the bedding material. Refer to the Utilities Standards and Procedures Ordinance Section 9.1.2 for laying and backfilling requirements. No blocking will be permitted, and the bedding shall be such that it forms a continuous, solid bearing for the full length of the pipe. Make excavations as needed to facilitate removal of handling devices after the pipe is laid. Form bell holes at the ends of the pipe to prevent point loading at the bells or couplings. Make excavations as needed outside the normal trench section at field joints to permit adequate access to the joints for field connection operations and for application of coating on field joints. G. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the ENGINEER may change the alignment and/or the grades. Such change may be made by the deflection of joints, by the use of bevel adapters, or Section 02630 COLLIER COUNTY DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 8 of 10 16 rz by the use of additional fittings. However, in no case shall the deflection in the joint exceed 70 percent of the maximum deflection recommended by the pipe manufacturer. No joint.shall be misaligned any amount which will be detrimental to the strength and water tightness of the finished joint. H. Pipe and Specials Protection: Protect the openings of all pipe and specials with suitable bulkheads to prevent unauthorized access by persons, animals, water, or any undesirable substance. At all times, provide means to prevent the pipe from floating. Pipe Cleanup: As pipe laying progresses, keep the pipe interior free of all debris. Completely clean the interior of the pipe of all sand, dirt, mortar splatter and any other debris following completion of pipe laying, pointing of joints, and any necessary interior repairs per ANSI /AWWA C600 and C602 prior to testing and disinfecting the completed pipeline. For pipe larger than 12" diameter, utilize a polyurethane foam plug "Poly Pig" to remove all debris from main. 3.2 RUBBER GASKETED JOINTS A. Rubber Gasketed Joints: Immediately before jointing pipe, thoroughly clean the bell end of the pipe, and place a clean rubber gasket in the bell groove. Carefully clean the bell and spigot end of push -on joint pipe, and lubricate with a vegetable -based lubricant or per manufacturer's recommendation. Insert the spigot end of the pipe section into the bell of the previously laid joint and telescope into the proper position. Do not tilt the pipe to insert the spigot into the bell. 3.3 INSTALLATION OF PIPE APPURTENANCES A. Installation of Valves: Handle all valves in a manner to prevent any injury or damage to any part of the valve. Thoroughly clean and prepare all joints prior to installation. Adjust all stem packing and operate each valve prior to installation to insure proper operation. B. Install all valves so that the valve stems are plumb and in the location shown on the Drawings. C. Mechanical joints consisting of bell, socket, gland, gasket, bolts, and nuts shall conform to ANSI Standard A21.11. Bolts and nuts shall be high strength, low alloy, Cor -Ten, T -Head Type having hexagonal nuts. Bolts and nuts shall be machined through and nuts shall be tapped at right angles to a smooth bearing surface. Single sealed gasket push -on type joints shall conform to the requirements of ANSI A21.11 and shall be Tyton, Fastite, Superbelitite, Alltite, or approved equal. D. Mechanical joint retainer glands may be used to restrain mechanical joint pipe and fittings to the plain end of ductile iron pipe and fittings when used in conjunction with thrust blocks of reduced size. The Utilities ENGINEER must approve thrust block size. Maintain joint flexibility. Section 02630 COLLIER COUNTY DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 9 of 10 6 C2 y is 3.4 TESTING AND DISINFECTION A. Test completed water. or force main pipeline in accordance with Section 02676. Disinfect completed water pipeline in accordance with Section 02675. END OF SECTION Section 02630 COLLIER COUNTY DUCTILE IRON PIPE (DIP) AND FITTINGS TECHNICAL SPECIFICATIONS Page 10 of 10 SECTION 02645 HYDRANTS PART1 GENERAL 1.1 DESCRIPTION OF REQUIREMENTS A. Furnish and install fire hydrants where shown on the Drawings or directed by the ENGINEER. 1.2 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 15100 — Water Valves and Appurtenances B. Section 03310 — Concrete for Non -Plant Work 1.3 QUALITY ASSURANCE A. Install hydrants to meet current requirements of Collier County Utilities. B. Provide manufacturer's certificate those products meet or exceed minimum requirements as specified. 1.4 SUBMITTALS A. Submit manufacturer's certificates on conformance. B. Shop Drawings: Submit manufacturer's drawings and data sheets for material to be supplied under this Section. Indicate sizes and types to be installed. 1.5 PRODUCT DELIVERY, STORAGE AND HANDLING A. During loading, transportation and unloading, exercise care to prevent damage to materials. B. Handling: Fire hydrants should be unloaded carefully. The hydrant should be carefully lowered from the truck to the ground, not dropped. Only hoists and slings with adequate load capacity to handle the weight of the hydrant shall be used. C. Storage: Hydrants should be stored in the fully closed position to prevent entry of foreign material that could cause damage to the seating surfaces_ Whenever practical, hydrants should be stored indoors. If outside storage is required, means should be provided to protect the operating mechanism. In outside storage, parts and flanges should be protected from the weather and foreign materials. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02645 HYDRANTS Page 1 of 4 C2 ]b C2 PART2 PRODUCTS 2.1 FIRE HYDRANTS A. Fire hydrants shall be of the dry barrel, compression type conforming to AWWA - 0502 "Standard for Dry- Barrel Fire Hydrants" and additional requirements as set forth herein. B. Hydrant shall have break away upper sections capable. of ready replacement without loss in the event of traffic damage. Each hydrant shall have a 6" bottom inlet connection and valve opening at least 5 -1/4 inches in diameter. Hydrants shall have a national standard pentagon 1.5 inch, point to flat operating nut and turn to the left (counter clockwise) to open. Each hydrant shall be fitted with one 4- 1/2 -inch pumper connection and two 2 -1/2 inch hose connections, both having threads that conform to the Fire Division Standard for the area. Hose caps shall be chained to the hydrant barrel and fitted with nuts similar to the hydrant operating nuts. Each hydrant shall have a barrel of sufficient length. to bring the bottom of the 6" pipe connection 3 feet below the surface of the finished ground. Each hydrant shall have breakaway flanges and be made in at least two sections bolted together. All interior working parts of the hydrant shall be removable from the top of the hydrant to allow repairs without removing the hydrant barrel after it has been installed. Hydrants shall have renewable O -ring stem seals. Hydrant barrels shall be painted AWWA Safety Yellow or as specified by appropriate fire control district. They shalt be designed for a working pressure of 150 psi. C. Hydrant shall have no drain parts. If parts exist, they shall be plugged with a threaded plug. D. Operating stem shall be equipped with anti - friction thrust bearing to reduce operating torque and assure easy opening. Stops shall be provided to limit stem travel. Stem threads shall be enclosed in a permanently sealed lubricant reservoir with O -ring seals. E. Hydrants shall be designated for 150 psi working pressure and shop tested to 300 psi pressure with main valve both opened and closed. Under test the valve shall not leak, the automatic drain shall function and there shall be no leakage into the bonnet. F. Hydrants shall be of the years manufacture when construction commenced. G. Acceptable models include: 1. _ Mueller Centurion A -423 2. Kennedy K -81A 3. American Darling 6 -inch B -84 -B Section 02645 COLLIER COUNTY . HYDRANTS TECHNICAL SPECIFICATIONS Page 2 of 16 C2 PART 3 EXECUTION 3.1 INSTALLATION A. Set hydrants plumb and in true alignment with mains. Utilize restrained joints as shown in the Collier County Standard Details. Carefully backfill around hydrants so as not to disturb the hydrant and thoroughly compact backfill so as to support the hydrant securely. The hydrants shall have 18 -inch clearance measured from finish grade to the center of pumper connection. B. Hydrants shall be located a minimum of 4 feet from the curb in urban areas, and a minimum of 14 feet from the edge of pavement in rural areas, and in accordance with local Fire Department requirements. END OF SECTION Section 02645 COLLIER COUNTY HYDRANTS TECHNICAL SPECIFICATIONS Page 3 of 4 16 C 2 NO TEXT FOR THIS PAGE Section 02645 COLLIER COUNTY HYDRANTS TECHNICAL SPECIFICATIONS Page 4 of 4 SECTION 02650 LAYING AND JOINTING BURIED PIPELINES PART 1 GENERAL 1.1 SUMMARY 16 C,? A. Section Includes: Installation of all underground pipelines. Provide pipeline materials, coatings and linings as specified and pipe of the types, sizes and classes shown or specified. 1. Use proper and suitable tools and appliances for the safe and convenient cutting, handling, and laying of the pipe and fittings. 2. Use suitable fittings where shown and at connections or where grade or alignment changes require offsets greater than those recommended and approved. 3. Lay all underground pipelines not supported on piles or concrete cradle in select fill bedding material. 4. Close off all lines with bulkheads when pipe laying is not in progress. B. Related Work Specified in Other Sections Includes: 1. Section 02222 - Excavation - Earth and Rock 2. Section 02223 — Backfiliing 3. Section 02530 — Groundwater Control for Open Excavation" 4. Section 02620— High Density Polyethylene (HDPE) Pipe and Fittings 5. Section 02622 — Polyvinyl Chloride (PVC) Pipe and Fittings 6. Section 02630 — Ductile Iron Pipe (DIP) and Fittings 7. Section 02676 - Leakage Tests 8. Section 02675 - Disinfection 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. ASTM D 2774 - Practice for Underground Installation of Thermoplastic Pressure Piping 2. AWWA C600 - Installation of Ductile -Iron Water Mains and Their Appurtenances Section 02650 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 1 of 12 16 C 2 3. ASTM A 307 - Specification for Carbon Steel Bolts and Studs, 60000 psi Tensile 4. ASME 816.1 - Cast Iron Pipe Flanges and Flanged Fittings, C25,125, 250, 800 5. ASME 816.21 - Nonmetallic Flat Gaskets for Pipe Flanges 6. AWWA C111/A21.11 - Rubber - Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 7. AWWA C1 151A21.15 - Flanged Ductile -Iron Pipe With Threaded Flanges 8. Uni -Bell - Handbook of PVC Pipe 9. Collier County - Utilities Standards and Procedures Ordinance 1.3 DELIVERY, STORAGE AND HANDLING A. General: Deliver, store and handle all products and materials as specified in Division 1 and as follows: B. Transportation and Delivery: Take every precaution to prevent injury to the pipe during transportation and delivery to the site. C. Loading and Unloading: Take extreme care in loading and unloading the pipe and fittings. 1. Work slowly with skids or suitable power equipment, and keep pipe under perfect control at all times. 2. Under no condition is the pipe to be dropped, bumped, dragged, pushed, or moved in any way that will cause damage to the pipe or coating. D. Sling: When handling the pipe with a crane, use a suitable sling around the pipe. 1. Under no condition pass the sling through the pipe. Interior of pipe is to be kept free of dirt and foreign matter at all times. 2. Use a nylon canvas type sling or other material designed to prevent damage to the pipe and coating. 3. When handling reinforced concrete pipe or uncoated steel or ductile iron pipe, steel cables, chain or like slings are acceptable. Section 02650 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 2 of 12 16 C 2 E. Damaged Piping: If in the process of transportation, handling, or laying, any pipe or fitting is damaged, replace or repair such pipe or pipes. F. Blocking and Stakes: Provide suitable blocking and stakes installed to prevent pipe from rolling. 1. Obtain approval for the type of blocking and stakes, and the method of installation. G. Storage for Gaskets: Store gaskets for pipe joints in a cool place and protect gaskets from light, sunlight; heat, oil, or grease until installed. Store gaskets in a sealed container (such as a vented drum). When long -term storage with exposure to direct sunlight is unavoidable, PVC pipe should be covered with an opaque material while permitting adequate air circulation above and around the pipe as required to prevent excessive heat accumulation (Uni -Bell PVC Handbook). 1. Do not use any gaskets showing signs of checking, weathering or other deterioration. 2. Do not use gasket material stored in excess of six months without approval. 1.4 FIELD CONDITIONS A. Repair of Sanitary Sewers and Services: Rebed, in compacted select fill material, sanitary sewers which cross over the new pipe or which cross under the new pipe with less than 12 inches clear vertical separation. Compact the bedding to densities required for new pipeline construction and extend bedding below the sewer to undisturbed earth. Reconstruct sewers damaged by pipeline construction. 1. Furnish and install all materials and do all work necessary for the reconstruction or repairs of sanitary sewers and services. 2. Provide pipe for reconstruction of sanitary sewers and services meeting the appropriate specification requirements. 3. Provide pipe of the same size as the existing sewer or when the same size is not available, use the next larger size of pipe. Obtain approval of joints made between new pipe and existing pipe. PART 2 PRODUCTS A. The materials allowed for buried sewer pipes are PVC, HDPE or. Ductile Iron Pipe. Section 02650 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 3 of 12 16 �� PART 3 EXECUTION 3.1 PREPARATION A. Dry Trench Bottoms: Lay pipe only in dry trenches having a stable bottom. 1. Where groundwater is encountered, make every effort to obtain a dry trench bottom in accordance with Section 02530. 2. Perform trench excavation and backfill in accordance with Sections 02222 and 02223. 3.2 INSTALLATION A. General: Install all piping in accordance with the manufacturer's recommendations and approved shop drawings and as specified in Division 1. Where pipe deflections are used, do not exceed 80 percent of the maximum deflection limits shown in AWWA C600. Gravity systems will contain no deflection. 1. Arrange miscellaneous pipelines, which are shown in diagram form on the Plans, clear of other pipelines and equipment. B. Code Requirements: Provide pipeline installations complying with AWWA C600 for iron pipe, AWWA Manual M11 for steel pipe, ASTM D 2774 for thermoplastic pressure piping, and as modified or supplemented by the Specifications. C. Pipe Laying - General: 1. Thoroughly inspect all pipe for damage and cleanliness. _ If found to be defective, tag, remove and replace pipe with satisfactory pipe or fittings at no additional charge to COUNTY. 2. Generally, lay all pipe with bells pointing ahead. 3. Carefully place all pipe, pipe fittings, valves and hydrants into trench by means of a derrick, ropes or other suitable tools or equipment in such a manner as to prevent damage and check for alignment and grade. 4. Make adjustments to bring pipe to line and grade by scraping away or filling in select fill material under the body of the pipe. 5. Wedging or blocking up the pipe barrel is not permitted. 6. Bring the faces of the spigot ends and the bells of pipes into fair contact and firmly and completely shove the pipe home. Section 02650 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 4 of 12 16 C 2, 7. As the work progresses, clean the interior of pipelines of all dirt and superfluous materials of every description. 8. Keep all lines absolutely clean during construction. 9. Lay pipelines accurately to line and grade. 10. During suspension of work for any reason at any time, a suitable stopper shall be placed in the end -of the pipe last laid to prevent mud or other material from entering the pipe. D. Pipe Laying - Trenches: 1. Carefully lay all pipelines in trench excavations piece by piece using suitable tools or equipment on select fill bedding (refer to Utilities Standards and Procedures Ordinance, Section 9.1.2), concrete cradle or other foundations as shown, specified or ordered in writing. Prevent damage to materials, protective coatings and linings. 2. Do not dump or drop pipe or pipe materials into trench. 3. Properly secure the pipe against movement and make the pipe joints in the excavation as required. 4.. Carefully grade and compact pipe bedding. 5. Bell Holes: a. Cut out bell holes for each joint as required to permit the joint to be properly made and allow the barrel of the pipe to have full bearing throughout its length. b. Thoroughly tamp bell holes full of select fill material following the making of each joint to provide adequate support to the pipe throughout its entire length. E. Other Foundations: install pipelines laid on other types of foundations as specified for such other foundations or as ordered in writing. F. Field Cuts of Pipelines: For shorter than standard pipe lengths, make field cuts in a manner producing a cut square and perpendicular to the pipe axis. Remove any sharp, rough edges which otherwise might injure the gasket. G. Procedure for sealing cut ends and repairing field damaged areas of polyethylene lined pipe and fittings is as follows: Section 02650 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 5 of 12 rt ti a. Remove burrs caused by field cutting of ends or ha damage and smooth out edge of polyethylene lining if made rough by field cutting or handling damage. b. Remove oil or lubricant used during field cutting operations. C. Areas of loose lining associated with field cutting operation must be removed_ and exposed metal cleaned by sanding or scraping. For larger areas, remove loose lining and dirt, then roughen bare pipe surface by scratching or gouging with a small chisel to provide an anchor pattern for the epoxy. It is recommended that the polyethylene lining be stripped back by chiseling, cutting, or scraping about 1 inch to 2 inches into well adhered lined area before patching. This ensures that all areas of undercutting have been removed. Be sure to roughen an overlap of 1 inch to 2 inches of polyethylene lining in area to be epoxy coated. This roughening should be done with a rough grade emery paper (40 grit), rasp, or small chisel. Avoid honing, buffing, or wire. brushing since these tend to make surface to be repaired too smooth for good adhesion. d. With area to be sealed or repaired clean and suitably roughened, apply a thick coat of a two -part coal tar epoxy, Madewell 1104 or approved equal. The heavy coat of epoxy must be worked into the scratched surface by brushing. Mixing and application procedure for the epoxy must follow the epoxy manufacturer's instructions. e. It is important that the entire freshly cut, exposed metal surface of the cut pipe be coated. To ensure proper sealing, overlap at least 1 inch of the roughened polyethylene lining with this two -part epoxy system. H. Ductile Iron Pipe Mechanical Joints: 1. Assembly: In making up mechanical joints, center the spigot in the bell. a. With a wire brush -just prior to assembly of the joint thoroughly brush 8 inches outside of spigot and inside of bell with which the rubber gasket comes in contact. Remove all oil, grit, tar (other than standard coating) and other foreign matter from joint. b. Brush lubricant over the. gasket just prior to installation. (Note: There is only one rubber gasket size for each diameter of pipe.) C. Press the gasket into place within the bell and move the gland into position, bolts inserted, and the nuts tightened finger tight. d. Tighten the nuts with a torque wrench so that the gland is brought up toward the pipe evenly. Torque wrenches shall be set as specified in Section 02650 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 6 of 12 16 C,2 AWWA C111: Spanner type wrenches not longer than specified in AWWA C111 may be used with the permission of Collier County Utilities. e. Prime all bolts by dipping with a bituminous coating, except the threads. Coat threads immediately prior to installation of nuts. f. Tighten all nuts 180 degrees apart alternately in order to produce equal pressure on all parts of the gland. 2. Torques: Apply the following range of bolt torques: Size Range of Inches Torque - ft. Ibs 5/8 40- 60 3/4 60- 90 1 70-100 1 -1/4 90-120 3. Remaking of Joints: If effective sealing is not obtained at the maximum torque listed above, disassemble and reassemble the joint after thorough cleaning. 1. ' Ductile Iron Pipe Rubber Gasket Joints: 1. Assembly: In making up the rubber gasket joint, brush the gasket seat in the socket thoroughly with a wire brush and wipe the gasket with a cloth. a. Place the gasket in the socket with the large round end entering first so that the groove fits over the bead in the seat. b. Apply a thin film of lubricant (AWWA C600) to the inside surface of the gasket that will come in contact with the entering pipe. C. Brush the plain end of the pipe to be entered thoroughly with a wire brush and place it in alignment with the bell of the pipe to which it is to be joined. d. Exert sufficient force on the entering pipe so that its plain end is moved past the gasket until it makes contact with the base of the socket to make the joint. 2. Positioning: Before proceeding with backfilling, feel completely around the joint using a feeler gauge to confirm that the gasket is in its proper position. Section 02650 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 7 of 12 C 2 a. If the gasket can be felt out of position, withdraw the pipe and examine the gasket for cuts or breaks. b. If the gasket has been damaged, replace it with a new one before re- installing the pipe. 3. Optional Mechanical Joints: Use mechanical joint fittings that meet the requirements of Section 02630 with the rubber gasket joint pipe when specified or when rubber gasket fittings are not available. Temporary Bulkheads: Provide temporary bulkheads at the ends of sections where adjoining pipelines have not been completed, and in connections built into pipelines where adjoining pipelines or structures have not been completed and are not ready to be connected. 1. Remove bulkheads encountered in connecting sewers or structures included in this Contract, or in pipelines or structures previously built, when they are no longer needed or when ordered. K. Temporary Blow -Off Assembly: Dead -end water lines shall be temporarily ended with a blow -off as shown in Collier County Standard Details. After full bore flush replace with a fire hydrant meeting the requirements of Section 02645. L. Sleeve Type Couplings: For sleeve type couplings, equally tighten diametrically opposite bolts on the connection so that the gaskets will be brought up evenly all around the pipe. Torque Wrenches: Do the final tightening with torque wrenches set for the torque recommended by the coupling manufacturer. M. Concrete Encasement: Concrete encasement shall be constructed in accordance with Collier County Standard Details when: 1. A potable water main crosses at a depth that provides less than 18 inches clear distance from sewer lines. Encase the sewer main unless specifically approved by Collier County Utilities. Encasement shall extend a minimum 10 feet on each side of the point of crossing. Maintain a minimum of 12" between the water main and concrete encasement. Pressure test both pipelines to 150 psi after the concrete has properly cured. 2. A water main running parallel to a sewer line provides less than 10 feet separation. Encase the sewer main unless specifically approved by Collier County Utilities. 3. The ENGINEER has ordered the line encased. NO POTABLE WATER MAIN SHALL BE ENCASED IN CONCRETE UNLESS SPECIFICALLY AUTHORIZED BY THE COUNTY. Section 02650 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 8 of 12 Z6 C� The points of beginning and ending of pipe encasement shall be not more than 6 inches from a pipe joint to protect the pipe from cracking due to uneven settlement of its foundation or the effects of superimposed live loads. N. Valve Box Setting: .Install valve boxes vertical and concentric with the valve stem. 1. Adjust valve -box to final grade at the time designated by the COUNTY. 2. Build a reinforced collar, as shown in the standard details, 18 inches by 18 inches by 6 inches with 2, #4 reinforcing bars around the valve box head in pavement, flush to grade of top of box. Similar collar shall be poured flush with grade and top of unpaved areas. 3. Satisfactorily reset any valve box that is moved from its original position, preventing the operation of the valve. 4. Replace any valve box that has been damaged. O. Identification: Metallized Warning Tape: For DIP and PVC pipe (other than gravity sewer pipe and laterals) to be installed, 34nch detectable marking tape, of appropriate color and appropriate warning statement, shall be placed along the entire pipe length. In all cases, marking tape shall be installed 12 inches below the finished grade during backflll operations. - All PVC pipe, PVC fittings, and identification tape shall be color -coded per Collier County Standards. Metallized tape shall be Terra Tape D as manufactured by Reef Industries, Inc., Houston Texas or approved equal. HDPE pipe installed by horizontal directional drilling will not be required to be marked with metalized warning tape. 2. Electronic Markers: Install electronic markers 6 inches above pipe at all bends or changes in alignment and every 250 feet along the pipe between bends. Markers shall be the appropriate Omni Marker Model 161 or 162 as manufactured by 3M Telecom Systems Group or approved equal. P. Separation From Other Pipe Systems: 1. Parallel Water and Sewer or Non - Potable Lines: Sanitary sewer lines, storm sewers or force mains shall be separated from water mains by a minimum clear vertical distance of 18 inches and a horizontal distance of 10 feet. Non - potable, reclaimed or reuse water mains shall be separated from water mains, gravity sewers or force mains by a minimum clear vertical distance of 18 inches and a horizontal distance of 5 feet center to center or 3 feet outside to outside. When this standard cannot be maintained, the sewer fine shall be concrete encased for a distance of 10 feet each way from the water COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02650 LAYING AND JOINTING BURIED PIPE Page 9 of 12 line and any. other conduit, with a minimum vertical clearance of 12 inches being provided at all times. 2. Crossing Water and Sewer or Non - Potable Lines: Water mains crossing over a sewer or non- potable water line shall be (bottom of water main to top of sewer) separated by at least 18 inches unless local conditions or barriers prevent an 18 inch vertical separation. All crossings with vertical clearance less than 18 inches shall be made using sewer pipe thickness Class 200 AWWA C900.PVC pipe, and water pipe of Class 51 Ductile iron pipe, for a distance of 10 feet on each side of the crossing. The gravity sewer pipe in these locations shall be backfilled with USCS Class I bedding stone to a height of 6 inches above the crown of the pipe. When water mains cross under a sewer, both mains shall be constructed of C900 Class 200 PVC pipe with joints equivalent to water main standards for a distance of 10 feet on each side of the point of crossing with no intermediate joints. Additionally, a section of water main pipe shall be centered at the point of crossing. Q. Aerial Crossings: Pipes spanning elevated pier crossings shall be flanged ductile iron Pressure Class 350 pipe conforming to AWWA C115, C150 & C151. Pipe spanning on piers spaced further apart than normal pipe length of 18 or 20 ft. shall be multiple length pipe with interior flanged joints with a rubber gasket pipe such as Clow "Long -span Pipe ", Flanged US Pipe, Flanged American Pipe or approved equal. The pipe wall thickness and flanged joints shall be designed to safely span the elevated piers under working pressure without exceeding the allowable stresses and conform to AWWA C150. Limit pipe deflection at center of span with pipe full of water to 11720 of span length. 2. Flanges shall conform to AWWA C150 and C115. All bolts and nuts used in aerial crossings shall be stainless steel. Gaskets shall be full faced or recessed "O- Ring" type to prevent leaks in pipe under stress in the aerial crossing. 3. Outside. surface of all pipe, flanges or spool pieces shall be shop coated with zinc primer, High Build Epoxy protective coat and a finish coat of polyurethane high gloss. Color shall be Federal Safety Blue for potable water mains and Pantone Purple 522 C for non - potable irrigation water mains. 3.3 FIELD QUALITY CONTROL A. Testing: Test pipelines in accordance with Section 02676. 1. Test valves in place, as far as practicable, and correct any defects in valves or connections. Section 02650 COLLIER COUNTY LAYING AND JOINTING BURIED PIPE TECHNICAL SPECIFICATIONS Page 10 of 12 2. Gravity Sewer Lines: Test in accordance with Section 02676 B. Inspection: Clean, inspect, and examine each piece of pipe and each fitting and special for defects before it is installed. 1. Cut away any lumps or projections on the face of the spigot end or the shoulder. 2. Do not use any cracked, broken, or defective pieces in the work. 3. If any defective piece should be discovered after having been installed, remove and replace this piece with a sound piece in a satisfactory manner at no increase in Contract Amount. 3.4 CLEANING A. General: Thoroughly clean all pipe before it is laid and keep it clean until it is accepted in the completed work. B. Removal of Materials: Exercise special care to avoid leaving bits of wood, dirt, and other foreign particles in the pipe. If any particles are discovered before the final acceptance of the work, remove and clean the pipe. 3.5 DISINFECTION ' A. General: Disinfect all pipelines that are to carry potable water in accordance with Section 02675. :x N COLLIER COUNTY TECHNICAL SPECIFICATIONS END OF SECTION Section 02650 LAYING AND JOINTING BURIED PIPE Page 11 of 12 COLLIER COUNTY TECHNICAL SPECIFICATIONS 16 NO TEXT FOR THIS PAGE Section 02650 LAYING AND JOINTING BURIED PIPE Page 12 of 12 _J SECTION 02675 DISINFECTION PART 1 GENERAL 1.1 SUMMARY 16 C2 A. Section Includes: Disinfection of all pipelines, tanks, structures, conduits and equipment that are .to store, handle or carry potable water. Furnish all labor, water, chemicals and equipment, including taps, corporation stops, temporary pumps and other items necessary to perform the Work, except as otherwise specified. 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1. AWWA C651 - Disinfecting Water Mains 2. AWWA C652 Disinfection of Water - Storage Facilities 1.3 QUALITY ASSURANCE A. Disinfection Standards: Disinfect in accordance with AWWA C651 for water mains and AWWA C652 for water storage facilities and equipment. H. Chlorinated Water Disposal: Dispose of old highly chlorinated water in accordance with applicable regulations. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 FLUSHING A. After coordination with the COUNTY Water Distribution Section, perform all flushes, pigging or swabbing, disinfection and post flushes in the presence of Water department personnel. Fill all water lines with potable water, pig or swab and perform a line flushing. All lines larger than 12 inches in diameter shall be pigged to clear debris prior to flushing. Use a swab -type pig for HDPE pipe. Use a 5- to 7 -lb: density poly jacketed bullet style pig for all other pipe material. Under no circumstances is a pig or swab considered reusable. A section'of pipe shall be inserted in the gap specified in the jumper shown in the Standard Details to Section 02675 COLLIER COUNTY DISINFECTION TECHNICAL SPECIFICATIONS Page 1 of 4 16 C? connect the new construction to the existing facilities for the purpose of accomplishing the full -bore flush. Immediately after completion of the flush, remove the connection. The facilities shall be capped and returned to the jumper connection shown in the Standard Details until final connection is permitted by COUNTY at the completion of construction and after finalization of all test procedures and bacterial clearance for new water facilities. 3.2 WATER MAIN DISINFECTION A. Following acceptable pressure testing, disinfect all sections of the water distribution system and receive approval thereof from the appropriate agencies, prior to placing. ..in service. Provide advance notice of 48 hours to the COUNTY before disinfecting procedures start. The disinfection shall be accomplished in accordance with the applicable provisions of AWWA Standard C651, "Disinfecting Water Main" and all appropriate approval agencies. B. The disinfecting agent shall be free chlorine in aqueous solution with sustained concentration for 48 hours of not less than 50 parts per million. After 48 hours, if chlorine solution contains at least 25 parts per million of chlorine, the line may then be flushed and samples taken at various points. Chlorine may be derived from Chlorine gas, or 70% (high test) calcium hypochlorite (HTH or Perchloron, or equal). Administration may be by any of the several methods described in AWWA Standard C651 as proposed by the CONTRACTOR and approved by the ENGINEER. Proposals as to method must be made prior to commencement of the disinfection process. C. Following contact with chlorine solution, the system shall be thoroughly flushed out. Schedule water sampling in coordination with the COUNTY Water Distribution Section. The COUNTY Water Department will obtain all water samples for analysis. D. If samples do not demonstrate satisfactory results, the line shall be flushed and a resample taken. If the samples fail on the second attempt, redisinfection per AWWA standards must be repeated until two satisfactory samples are obtained. The period between samples must be a minimum of 24 hours. E. After approval of the samples, and before placing the system in service, perform another flushing of the water lines to remove any stagnant water. 3.3 DISINFECTION PROCEDURES FOR TANKS A. Disinfect potable water storage tanks and equipment in accordance with AWWA C652, Method 2 or 3, using sodium hypochlorite. 1. In Method 2, spray method, spray the entire interior surface of the tank with chlorinated water containing 200 mgll of available chlorine. After spraying, allow the tank to stand at least two hours before filling with fresh water. Section 02675 COLLIER COUNTY DISINFECTION TECHNICAL SPECIFICATIONS Page 2 of 4 16 C2 B. After disinfection, allow the tanks and equipment to overflow until the chlorine residual is approximately 2 mg /l. 3.4 BACTERIAL SAMPLE POINTS A. For the purpose of new water main construction, bacterial sampling points shall be positioned at the beginning of each new system, at 1000 -foot intervals and all dead ends unless otherwise directed. These sampling points will be utilized by Utilities personnel for water main bacterial clearance procedures. At the completion of the project, when authorization is given by the COUNTY, permanent sampling points shall remain every 3000 feet or one at 2/3 of the length from the point of connection to the COUNTY system if the line is less than 3000 feet long. All others shall be removed down to the main and properly 'capped by the CONTRACTOR. The permanent sampling points shall be constructed as shown in the Utility Detail Drawings. Collier County staff will review the permanent sampling point locations during final plans review. END OF SECTION Section 02675 COLLIER COUNTY DISINFECTION TECHNICAL SPECIFICATIONS Page 3 of 4 16 c2 NO TEXT FOR THIS PAGE Section 02675 COLLIER COUNTY DISINFECTION TECHNICAL SPECIFICATIONS Page 4 of 4 SECTION 02676 LEAKAGE TESTS PART 1 GENERAL 1.1 SUMMARY 16 C2 A. Section Includes: Testing for any signs of leakage in all pipelines and structures required to be watertight. 1. Test gravity sewers and drain lines by infiltration /exfiltration testing. 2. . Test all other pipelines with water under the specified pressures. B. Operation of Existing Facilities: Conduct all tests in a manner to minimize as much as possible any interference with the day -to -day operations of existing facilities or other contractors working on the site. 1.2 PERFORMANCE REQUIREMENTS A. Written Notification of Testing: Provide written notice when the work is ready for testing, and make the tests as soon thereafter as possible. 1. Personnel for reading meters, gauges, or other measuring devices, will be fumished. 2. Furnish all other labor, equipment, air, water and materials, including meters, gauges, smoke producers, blower, pumps, compressors, fuel, water, bulkheads and accessory equipment. 1.3 REFERENCES A. Codes and standards referred to in this Section are: 1. AWWA C 600 - Installation of Ductile -Iron Water Mains and Their Appurtenances 1.4 SUBMITTALS A. General: Provide all submittals, including the following, as specified in Division 1. B. Testing Report: Prior to placing the sewer system in service submit for review and approval a detailed report summarizing the leakage test data, describing the test procedure and showing the calculations on which the leakage test data is based. Section 02676 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 1 of 8 16 tjz 1. Reference Sewer Line Data a_ For Low Pressure Testing 1. The length and diameter of the section of line tested (MH to MH), including any laterals. 2. A complete de9crtption of the test procedure, including: a. Trench backfilling and sewerxleaning status b. Type of plugs used and where C. Depth of sewer, and ground water pressure over sewer pipe d. .Stabilization time period and air pressure e. Actual air test pressures used if ground water is present f. The time allowed by specifications g. The actual test time h. The air pressure at beginning and end of test 3. The name of the inspector /tester and the date(s) and time(s) of all testing performed, including any retesting. 4. A description of any repairs made. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 LEAKAGE TESTING A. All new sewer and water pipelines installed shall be tested for leakage. The test used will be Hydrostatic Testing for pressure lines and Infiltration /Exfiltration Testing for gravity lines. Tests to be performed will be indicated by the ENGINEER and witnessed by the ENGINEER and the COUNTY. 1. Flushing Section 02676 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 2 of 8 J 16 C2 a. Flush all mains to remove all sand and other foreign matter. The velocity of the flushing water shall be at least 4 fps. Flushing shall be terminated at the direction of the ENGINEER. Dispose of the flushing water without causing nuisance or property damage. b. install temporary flush out connections on all dead end water mains at the locations shown on plans and in accordance with the Collier County Standard Details. 2. Hydrostatic Testing for DIP and PVC Pipelines: Perform hydrostatic testing of the system as set forth in the following, and conduct said tests in the presence of representatives from the COUNTY and other authorized agencies, with 48 hours advance notice provided. Piping and appurtenances to be tested shall be within sections between valves unless alternate methods have received prior approval from the COUNTY. Testing shall not proceed until concrete thrust blocks are in place and cured, or other restraining devices installed.. Thoroughly clean and flush all piping prior to testing to clear the lines of all foreign matter. While the piping is being filled with water care shall be exercised to permit the escape of air from extremities of the test section, with additional release cocks provided if required. Perform hydrostatic testing with a sustained minimum pressure of 150 psi for a period of not less than two (2) hours. Testing shall be in accordance with the applicable provisions as set forth in the most recent edition of AWWA Standard C600. The allowable rate of leakage shall be less than the number of gallons per hour determined by the following formula: L = SD (P)112 133,200 Where, L = Allowable leakage in gallons per hour; S = Length of pipe tested in feet; D = Nominal diameter of pipe in inches; P = Average test pressure maintained during the leakage test in pounds per square inch For 150 psi, L = (9.195 x 10 "5) SD The testing procedure shall include the continued application of the specified pressure to the test system, for the one -hour period, by way of a pump taking supply from a container suitable for measuring water loss. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02676 LEAKAGE TESTS Page 3 of 8 1L6 C 2 The amount of loss shall be determined by measuring the volume displaced for the said container. Should the test fail, repair the fault and repeat the test until results are within the established limits. Furnish the necessary labor, water, pumps, and gauges at specified location(s) and all other items required to conduct the required testing and perform necessary repairs. General - All sanitary sewers and associated service lines shall be constructed watertight to prevent infiltration and /or exfiltration. All new sanitary sewer systems will be subject to low pressure air testing. 3. Hydrostatic Testing for HDPE Pipelines: Perform hydrostatic testing of all HDPE pipelines as set forth in the following, and conduct said tests in the presence of representatives from the COUNTY and other authorized agencies, with 48 hours advance notice provided. Provide all labor,_ equipment and material required for testing the pipeline upon completion of installation, pipe laying and backfilling operations, and placement of any required temporary roadway surfacing. Disinfect all HDPE potable water mains prior to testing in accordance with the requirements of Section 02675 — Disinfection. Test pipelines at 150 percent of operating design pressure. Field test all HDPE pipelines for leakage in accordance with manufacturer's recommendations for the size and class of pipeline installed. Unless other procedures recommended by the manufacturer are approved by the COUNTY, pressure test the pipeline as follows: 1. Fill pipeline slowly with water. Maintain flow velocity less than two (2) feet per second. 2. Expel air completely from the line during filling and again before applying test pressure. Expel air by means of taps at points of highest elevation. 3. Apply initial test pressure and allow to stand without makeup pressure for two (2) to three (3) hours, to allow for diametric expansion or pipe stretching to stabilize. 4. After this equilibrium period, apply the specified test pressure and turn the pump off. The final test pressure shall be held for - not less than two (2) hours. 5. Upon completion of the test, the pressure shall be bled off from the location other than the point where the pressure is monitored. The pressure drop shall be witnessed by the COUNTY at the point where the pressure is being monitored. Section 02676 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 4 of 8 r 16 C2 Allowable amount of makeup water for expansion of the pipeline during the pressure test shall conform to Table III, Test Phase Make -up Amount, contained in the manual "Inspections, Test and Safety Considerations" published by the Plastics Pipe Institute, Inc. If any test of pipeline installed exceeds the amount of makeup water as allowed above, locate and repair the cause of leakage and retest the pipeline, without additional cost to the COUNTY. Repair all visible leaks regardless of the amount of leakage. 4. Force Main Pressure Testing: All force mains shall be subject to pressure testing at the following standards: System Operating Pressure 50 PSI or less Greater than 50 PSI Test pressure Duration 100 PSI 2 hours 150 PSI or 2 2 hours times the operating pressure, whichever is greater. Allowable leakage on force .mains shall be computed utilizing the standards for water loss in conformance with AWWA C600, the latest revision thereof. 5. Infiltration /Exfi.ltration Testing Y The allowable limits of infiltration or exfiltration for the - entire - system, or any portion thereof, shall not exceed a rate of 50 gallons per inch of inside pipe diameter per mile of pipe per 24 hours. No additional allowance shall be made for house service lines. Any part of or all of the system shall be tested for infiltration or exfiltration, as directed by the ENGINEER or as required by the COUNTY. The procedures and limitations for conducting infiltration /exfiltration tests shall be established at the pre- construction conference on a project -by- project basis. Air testing of-gravity sewer mains may be required. All testing shall be run continuously for 24 hours, unless the County Inspector can visually verify that this test duration is not required due to the observed infiltration /exfiltration rate. The amounts of infiltration or exfiltration shall be determined by pumping water into or out of calibrated drums, or by other methods approved by the Public Utilities Division, such as in -line V -notch weirs. Where infiltration or exfiltration exceeds the allowable limits specified herein, locate and repair the defective pipe, joints or other faulty construction at no additional cost to the COUNTY. If the defective portions cannot be located, remove and reconstruct as much of the work as is necessary in order to conform to the specified allowable limits. All visible leaks shall be repaired regardless of the amount of leakage. Provide all Section 02676 COLLIER COUNTY LEAKAGE TESTS TECHNICAL SPECIFICATIONS Page 5 of 8 16 labor, equipment and materials required and conduct all testing required under the direction of the ENGINEER. a. Infiltration: Prior to testing for infiltration, the system shall be pumped out so that normal infiltration conditions exist at the time of testing. The cumulative results of the entire collection system results shall not be a satisfactory method for gauging infiltration compliance. Each sewer section between manholes must permit infiltration no greater than the maximum allowable, as specified above. b. Exfiltration: The exfiltration test, when required due. to groundwater levels, will be conducted by filling the portion of the system being tested with water to a level 2 feet above the uppermost manhole invert in the section being tested. The cumulative results of the entire collection system results shall not be a satisfactory method for gauging exfiltration compliance. Each sewer section between manholes must permit exfiltration no greater than the maximum allowable, as specified above. 6. Low Pressure Air Testing When low pressure air testing of gravity sewer mains is specifically required, all testing shall be run continuously for 24 hours, unless the County Inspector can visually verify that this test duration is not required due to the observed infiltration /exfiltration rate. When air testing is specifically required, after completing backfill of a section of gravity sewer line, conduct a Line Acceptance Test using low pressure air. The test shall be performed using the below stated equipment, according to state procedures and under the supervision of the ENGINEER and in the presence of the COUNTY, with 48 hours advanced notice. a. Equipment: 9. Pneumatic plugs shall have a sealing length equal to or greater than the diameter of the pipe to be inspected. 2. Pneumatic plugs shall resist internal bracing or blocking. 3. All air used shall pass though a single control panel. 4. Three individual hoses shall be, used for the following connections: a. COLLIER COUNTY TECHNICAL SPECIFICATIONS From control panel to pneumatic plugs for inflation. From control panel to sealed line for introducing the low - pressure air. Section 02676 - LEAKAGE TESTS Page 6 of 8 16 C 2 C. From sealed line to control panel for continually monitoring the air pressure rise in the sealed line. b. Procedure: All pneumatic plugs shall be seal tested before being used in the actual test installation. One length of pipe shall be laid on the ground and sealed at both ends with the pneumatic plugs to be checked. Air shall be introduced into the plugs to 25 psi. The sealed pipe shall be pressurized to 5 psi. The plugs shall hold against this pressure without bracing and without movement of the plugs out of the pipe. After a manhole -to- manhole reach of pipe has been backfiiled and cleaned and the pneumatic plugs are checked by the above procedure, the plugs shall be placed in the line at each manhole and inflated to 25 psi. Low-pressure air shall be introduced into this sealed line until the internal air pressure reaches 4 psi greater than the averse back an round water that ma be over the i e. At least two shall be allowed for the air pressure to stabilize. After the stabilization period (3.5 psi minimum pressure in the pipe), the air hose from the control panel to the air supply shall be disconnected. The portion of the line being tested shall be termed "Acceptable ", if the time required in minutes for the pressure to decrease from 3.5 to 2.5 psi (greater than the average back pressure of any ground water that may be over the pipe) is greater than the time shown for the given diameters in the following table: Pipe Diameter In Inches Minutes 8 4.0 10 5.0 12 5.5 16 7.5 18 8.5 24 11.5 Time in Minutes = 0.472 D D = Diameter of pipe in inches In areas where ground water is known to exist, install capped pipe adjacent to the top of the sewer lines. This shall be done at the time of the sewer line is installed. Immediately prior to the performance of the Line Acceptance Test, the ground water shall be determined by removing the pipe cap, and a measurement of the height in feet of water over the invert of the pipe shall be taken. The height in feet shall be divided b 2.3 to establish the ounds of ressure that will be COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02676 LEAKAGE TESTS Page 7 of 8 16 added to all readings. (For example, if the height of water is 11 -1I2 increases the 3.5 psi feet, then the added pressure will be 5 psi. This ble drop of one pound to 8.5 psi, and the 2.5 psi to 7.5 psi. The allow and the timing remain the same). if of the the installation fails to meet this requirement, determine the source all at no leakage and repair �I defective materials additional cost o the 3.2 LEAKAGE TESTS FOR STRUCTURES A. Structure Leakage Testing: Perform leakage tests of wet wells, tanks, vaults and similar purpose structures before backfillinw�ater sulrfaceeevtel for the with o lowing 24 the overflow water level and observing the hours. 1. Make an inspection for leakage of the xterior surface of the structure, especially in areas around construct joints. 2. If visible leaks appear, repair the structure by removing and replacing the leaking portions of the structure, waterproofing the inside, or by other methods approved. 3. Water for testing will be. provided by the COUNTY at the CONTRACTOR'S expense. END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02676 LEAKAGE TESTS Page 8 of 8 r SECTION 02700 16 HDPE IRRIGATION POND LINER PART 1 GENERAL 1.01 SECTION INCLUDES A. Specifications and guidelines for MANUFACTURING and INSTALLING ALLING 1.02 REFERENCES A. American Society for Testing and Materials (ASTM) I. D11004 Test Method for Initial Tear Resistance of Plastic Film and Sheeting 2. D 1238 Standard Test Method for Flow Rates of Thermoplastics by Extrusion Plastometer 3. D 1505 Test Method for Density of Plastics by the Density - Gradient Technique 4. D 1603 Test Method for Carbon Black in Olefin Plastics 5. D 3895 Standard Test Method for Oxidative - Induction Time of Polyolefins by Differential Scanning Calorimetry 6. D 4833 Standard Test Method for Index Puncture Resistance of Geotextiles, Geomembranes, and Related Products 7. D 5199 Standard Test Method for Measuring Nominal Thickness of Geotextiles and Geomembranes 8. D 5397 Standard Test Method for Evaluation of Stress Crack Resistance of Polyolefin Geomembranes Using Notched Constant Tensile Load Test 9. D 5596 Standard Test Method for Microscopic Evaluation of the Dispersion of Carbon Black in Polyolefin Geosynthetics 10. D 5994 Standard Test Method for Measuring Core Thickness of Textured Geomembranes 11. D 6392 Standard Test Method for Determining the Integrity of Nonreinforced Geomembrane Seams Produced Using Thermo - Fusion Methods 12. D 6693 Standard Test Method for Determining Tensile Properties of Nonreinforced Polyethylene and Nonreinforced Flexible Polypropylene Geomembranes B. Geosynthetic Research Institute 1. GRI GM 13 Test Properties, Testing Frequency and Recommended Warranty for High Density Polyethylene (HDPE) Smooth and Textured Geomembranes 2. GRI GM 17 Test Properties, Testing Frequency and Recommended Warranty for Linear Low Density Polyethylene (LLDPE) Smooth and Textured Geomembranes 1.03 DEFINITIONS COLLIER COUNTY Section 02700 TECHNICAL SPECIFICATIONS HDPE IRRIGATION POND LINER Page 1 of -12 C2 16. C'Z A. Lot - A quantity of resin (usuallp*°the capacity will be Identified by a rolldnumber manufacture of geomembranes. Finished traceable to the resin lot used. B. Construction Quality Assurance Consultant ERN that Is NesponsibPe for independent from MANUFACTURER and observing and documenting activities related to quality assurance during the lining system construction. C. ENGINEER- The individual or firm responsible for the design and preparation of the project's Contract Drawings and Specifications. D. Geomembrane Manufacturer (MANUFACTURER) - The party responsible for manufacturing the geomembrane rolls. E. Geosynthetic Quality Assurance Laboratory (TESTING LABORATORY)- Party, independent from the OWNER, MANUFA o R h tics obtai STALLER, at the site for conducting laboratory tests on samples 9 eO yn or during manufacturing, usually under the direction of the OWNER. F. INSTALLER- Party responsible for field handling, transporting, storing, deploying, seaming and testing of the geomembrane seams. G. Panel- Unit area of a geomembrane that will be seamed in the field that is larger than 100 ft'. ane that will be seamed in the field that is less H. Patch - Unit area of a geomembr than 100 ft2. I. Subgrade Surface- Soil layer surface which immediately underlies the geosynthetic material(s). 1.04 SUBMITTALS POST -AWARD ior t A. Furnish the following Product data, in writing, to ENGINEER pro installation of the geomembrane material: 1. Resin Data shall include the following. a. Certification stating that the resin meets the specification requirements (see Section 1.09). COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02700 HDPE IRRIGATION PPON�D LINER 2 _ C2 2. Geomembrane Roll 16 C a. Statement certifying no recycled polymer and no more than 10% rework of the same type of material is added to the resin (product run may be recycled). B. The INSTALLER shall furnish the following information to the ENGI OWNER prior to installation: NEER and I. Installation layout drawings a. Must show proposed panel layout including field seams and details b. Must be approved prior to installing the geomembrane 1. Approved drawings will be for concept only and actual panel placement will be "determined by site conditions. 2. Installer's Geosynthetic Field Installation Quality Assurance Plan C. The INSTALLER will submit the following to the ENGINEER upon completion of installation: I. Certificate stating the geomembrane has been installed in accordance with the Contract Documents 2. Material and installation warranties 3. As -built drawings showing actual geomembrane placement and seams including typical anchor trench detail 1.05 QUALITY ASSURANCE A. The OWNER will engage and pay for the services of a Geos nthetic Qua Assurance Consultant and Laboratory to. monitor geomembrane installattionlfty 1.06 QUALIFICATIONS A. MANUFACTURER I. Geomembrane shall be manufactured by the following: a. GSE Lining Technology, Inc. b. approved equal 2. MANUFACTURER shall have manufactured a minimum of 5000,000 square feet of polyethylene geomembrane during the last year. B. INSTALLER I. Installation shall be performed by one of the following installation companies (or approved equal) a. GSE Lining Technology, Inc. b. GSE Approved Dealer /Installers 2. INSTALLER shall have installed a minimum of 15,000 square .feet of HDPE geomembrane during the last 3 years. 3. INSTALLER shall have worked in a similar capacity on at least 3. projects similar in complexity to the project described in the contract documents, and with at least 5,000 square feet of HDPE geomembrane installation on each project. COLLIER COUNTY Section 02700 TECHNICAL SPECIFICATIONS HDPE IRRIGATION POND LINER Page 3 of 12 16 _ on 4. The Installation Supervisor shall have worked in similar d ca described the projects similar in size and complexity to the project Contract Documents. 5. The INSTALLER shall provide a minimum of one Master Seamer for work on the project. o square feet of a. Must have geomembrane seaming work using of type of seaming apparatus proposed for the use on this Project. 1.07 MATERIAL LABELING, DELIVERY, STORAGE AND.HANDLING A. Labeling - Each roll of geomembrane delivered to the site shall be labeled by the MANUFACTURER: The label will identify: a. manufacturer's name b. product identification c. thickness d. length e. width. f. roll number B. Delivery- Rolls of liner will be prepared to ship by appropriate means to prevent damage to the material and to facilitate off- loading. C. Storage- The on -site storage location for geomembrane material, provided by the CONTRACTOR to protect the geomembrane the following punctures, hures, abrasions and excessive dirt and moisture for should h a_ level (no wooden pallets) b. smooth c. dry d. protected from theft and vandalism e. adjacent to the area being lined D. Handling- Materials are to be handled so as to prevent damage. 1.08 WARRANTY A. Material shall be warranted, on a pro -r eomembrage� installat onacturer's defects for a period of 5 years from the date of g B. Installation shall be warranted against defects in workmanship for a period of 1 year from the date of geomembrane completion. 1.09 GEOMEMBRANE A. Material shall be smooth /textured polyethylene geomembrane as shown on the drawings. Section 02700 HDPE IRRIGATION POND LINER 12 COLLIER COUNTY TECHNICAL SPECIFICATIONS 16 c2 B. Resin 1. Resin shall be new, first quality, compounded and manufactured specifically for producing geomembrane. 2. Natural resin (without carbon black) shall meet the following minimum requirements: ffDenslty perty Test Method HDPE m) ASTM D 1505 LL DPE 0.932 0.915 Index [g /10 ASTM D 1238 (190/2:16) < 1.0 < 1.0 OIT [minutes] ASTM D 3895 (1 100 +.Y, , 100 C. Geomembrane Rolls 1. Do not exceed a combined maximum total of 1 percent by weight of additives other than carbon black. 2. Geomembrane shall be free of holes, pinholes as verified by on -line electrical detection, bubbles, blisters, excessive contamination by foreign matter, and nicks and cuts on roll edges. 3. Geomembrane material is to be supplied in roll form. Each roll is to be identified with labels indicating roll number, thickness, length, width and MANUFACTURER. 4. All liner sheets produced at the factory shall be inspected prior to shipment for compliance with the physical property requirements listed in section 1.09, B, and be tested by an acceptable method of inspecting for pinholes. If pinholes are located, identified and indicated during manufacturing, these pinholes may be corrected during installation. D. Smooth surfaced geomembrane shall meet the requirements shown in the following table(s) for the following material(s): Table 1.1: Minimum Values for Smooth Black- Surfaced HD PE Geomembranes Property Test Method Thicknes Thicknes Thicknes Thicknes Thicknes Thicknes Thickness, mil (mm) {mils) tmtiql r..,:. . Minimum Average Lowest Individual Reading Density, g /cm3 Carbon Black Content, % Carbon Black Dispersion Tensile Properties. (each direction) Strength at Yield, IbAn (kN /m) Strength at Break, Win (kN /m) Elongation at Yield, % Elongation at Break, % Tear Resistance, lb (N) D 5199 ASTM D 1.505 ASTM D 1603, mod. ASTM D 5596 ASTM D 6693 30(0-7,91 400-0) 60(1.5) 27 (0.69) 36(0.91) 54(1.4) 0.94 0.94 0.94 2.0 2.0 12.0 Note 2 Note 2 Note 2 80(2.0)- 100 (2.5) 120 (3.0) 72(1.8) 90 (2.3) 108 (2.7) 0.94 0.94 0.94 2.0 2.0 2.0 Note 2 Note 2 Note 2 63 (11) 84 (15) 130 (23) 173 (30) 216 (38) 259 (45) 122 (21) (1.3" gauge length) 13 162 (28) 243 (43) 1324(57) 405 (71) 486 (85) (2.0" gauge length) 700 13 700 13 700 13 13 13 ASTM D 1004 21 (93) 28 (124) 42 (187) 700 56 (249) 700 70 (311) 700 84 (373) COLLIER COUNTY Section 02700 TECHNICAL SPECIFICATIONS HDPE IRRIGATION POND LINER Page 5 of 12 '16 C? ASTM D 4833 59 (263) 79 (352) 119 (530) 158 (703) 198 (881) 238 (1059) Resistance, Ib (N) 400 400 400 400 400 [Puncture tched Constant Tensile Load, hours ASTM D 5397, app. 400 100 100 100 idative Induction Time, min. ASTM D 3895 100 100 100 than one iview Category 3thout prior notification been for application to geosynthetics. All procedures Some test procedures have modified or 2. No more 2 Only near spherical agglomerates are considered. 9 of 10 views shall Category meet the requirements shown in the a E. Textured surfaced geomembrane shall following table(s) for the following material(s). Textured rnbrane for Black Surfaced oextruTdhi Table 2.1: Minimum Values es kne Thi knensPE h cone Test Method mils Thickness mils) Property (mils (mils (mils) Thickness, mil (mm) ASTM D 5994 30 (0.75} 40 (1.0) 60 (1.5) 80 (2.0) 72 (1.8) 100 (2.5) 90 (2.3) Minimum Average 27 (0.69) 36 (0.91) 54(1.4) Lowest Individual Reading 0 94 0 94 0.94 0.94 0.94 ASTM D 1505 Density, glcm3 2.0 2.0 2.0 2.0 Carbon Black Content, % ASTM D 1603, modified 2.0 Note 4- Note 4 Note 4 Note 4 Carbon Black Dispersion ASTM D 5596 Note 4 Tensile Properties (2) ASTM D 6693 (each direction) 63 (11) 84 (15) 130 (23) 173 (30) 216 (38) Strength at Yield, Ibrin (kNlm) 45 (8) 60 (11) 90 (16) 120 (21) 150 (27) Strength at Break, Ib /in (kNlm) 13 13 13 13 ° 13 /o Elongation at Yield, 0" gauge length) 150 150 150 150 % (1.3° gauge length) (2 gau 150 Elongation at Break, 21 (93) 28 (124) 42 (187) 56 (249) 70 (311) ASTM D 1004 A Tear Resistance, lb (N) 54 (240) 72 (320) 108 (480) 144 (641) 180 (801) ASTM D 4833 Puncture Resistance, lb (N) 400 400 400 400 Notched Constant Tensile Load (3), hours ASTM D 5397, appendix 400 100 100 100 Oxidative Induction Time, min. ASTM D 3895 100 100 nn argetvariations of test egeometry Some test procedures have bee a toations due tolaoextrusion texture and the smallvspecimen size results z stress concentrations The combination of results. Therefore, these tensile. properties are minimum average roll values. 3 NCTL on coextruded textured product is conducted on representative smooth membrane samples. 10 views shall be Category 1 or 2. No more than one view Category 3. 4 Only near spherical agglomerates are considered. 9 of F. Extrudate Rod or Bead ade from same type resin as the 1. Extrudate material shall be m geomembrane. 2. Additives shall be thoroughly dispersed. 3. Materials shall be free of contamination by moisture or foreign matter. 1.10 EQUIPMENT A. Welding equipment and accessories shall meet the following requirements: 1. Gauges showing temperatures in apparatus (extrusion welder) or wedge (wedge welder) shall be present. 2. An adequate number of welding apparati shall be available to avoid delaying work. 3. Power source must be capable of providing constant voltage under combined line load. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02700 HDPE IRRIGATION POND G D LI fE 2 16 C� 1.11 DEPLOYMENT A. Assign each panel a simple and logical identifying code. The coding system shall be subject to approval and shall be determined at the job site. B. Visually inspect the geomembrane during deployment for imperfections and mark faulty or suspect areas, C. Deployment of geomembrane panels shall be performed in a manner that will comply with the following guidelines: 1. Unroll geomembrane using methods that will not damage geomembrane and will protect underlying surface from damage (spreader bar, protected equipment bucket). 2. Place ballast (commonly sandbags) on geomembrane which will not damage geomembrane to prevent wind uplift. 3. Personnel walking on geomembrane shall not engage in activities or wear shoes that. could damage it. Smoking will not be permitted on the geomembrane. 4. Do not allow heavy vehicular traffic directly on geomembrane. Rubber - tired ATV's and trucks are acceptable if wheel contact is less than 6 psi. 5. Protect geomembrane in areas of heavy traffic by placing protective cover over the geomembrane. D. Sufficient material (slack) shall be provided to allow for thermal e contraction of the material. expansion and 1.12 FIELD SEAMING A: Seams shall meet the following requirements: I. To the maximum extent possible, orient seams parallel to line of s i.e., down and not across slope. lope, 2. Minimize number of field seams in corners, odd - shaped geometric locations and outside corners. 3. Slope seams (panels) shall extend a minimum of five -feet beyond the grade break into the flat area. 4. Use a sequential seam numbering system compatible with panel numbering system that is agreeable to the CONSULTANT and INSTALLER. 5. Align seam overlaps consistent with the requirements of the weldin equipment being used. A 6 -inch overlap is commonly suggested. g B. During Welding Operations I. Provide at least one Master Seamer who shall provide direct supervision over other welders as necessary. C. Extrusion Welding COLLIER COUNTY Section 02700 TECHNICAL SPECIFICATIONS HDPE IRRIGATION POND LINER Page 7 of 12 1.6 C 2 1. Hot -air tack adjacent pieces together using procedures that do not damage the geomembrane. 2. Clean geomembrane surfaces adisc aded extrudate before welding. 3. Purge welding apparatus D. Hot Wedge Welding with an 1. Welding apparatus shall be a self - propelled device equipped electronic controller which displays applicable temperatures. moisture and debris immediately ahead of 2. Clean seam area of dust, mud, hot wedge welder. between sheets. 3. Protect against moisture build -up E. Trial Welds ies to verify welding equipment 1. Perform trial welds on geomembrane sarn is operating properly. 2. Make trial welds under the surface a environmental larr ambient the production welds, i.e., m c temperature. per welding apparatus, one made 3. Minimum of two trial welds per day, prior to the start of work b ndsix-inch test strips from the trial weld. 4. Cut four, one -inch Y imens for peel adhesion, and then for shear 5. Quantitatively test spec strength. 6. Trial weld specimens shall pass when the results shown in Table 3 are achieved in both peel and shear test. a. The break, when peel testing, occurs in the liner material itself, not through peel separation (FTB). b. The break is ductile. of the trial weld samples fail 7. Repeat the trial weld, in its entire ty, when any in either peel or shear. 8. 8. No welding equipment or welder shall be allowed to perform prr d weld. welds until equipment and welders have successfully completed F. Seaming shall not proceed when ambient air to installation. INSTALLER shall conditions jeopardize the integrity of ion. I by completing demonstrate that acceptable seaming can be performed acceptable trial welds. G. Defects and Repairs 1. Examine all seams and non -seam ateaalsf and any ignbof contamination holes, blisters, undispersed raw ma by foreign matter. 2. Repair and non- destructt cover eomembranet b at locations ons that have been non -seam areas. Do not c 9 repaired until test results with passing values are available. 1.13 FIELD QUALITY ASSURANCE Section 02700 HDPE IRRIGATION PPONgD 8oLINER COLLIER COUNTY TECHNICAL SPECIFICATIONS lC A. MANUFACTURER and INSTALLER shall participate in and conform to a terms and requirements of the Owner's quality assurance II CONTRACTOR shall be responsible for assuring this participation, program. B. Quality assurance requirements are as specified in this Section and in the Field Installation Quality Assurance Manual if it is included in the contract. C. Field Testing 1. Non - destructive testing may be carried out as the seaming p at completion of all field seaming, rogresses or a. Vacuum Testing 1) Shall be performed in accordance with ASTM D 5641, Standard Practice for Geomembrane Seam Evaluation by Vacuum Chamber. b. Air Pressure Testing 1) Shall be performed in accordance with ASTM D 5820, Standard Practice for Pressurized Air Channel Evaluation of Dual Seamed Geomembranes.. c. Other approved methods. 2. Destructive Testing (performed by CONSULTANT with assistance from INSTALLER) a. Location and Frequency of Testing 1) Collect destructive test samples at a frequency of one per every 1500 lineal feet of seam length. 2) Test locations will be determined after seaming. 3) Exercise Method of Attributes as described by GRI GM -14 (Geosynthetic Research Institute, instit_ `rg) to minimize test samples takentto // oeosvntheti� b. Sampling Procedures are performed as follows: 1) INSTALLER shall cut samples at locations designated by the CONSULTANT as the seaming progresses in order to obtain field laboratory test results before the geomembrane is covered. 2) CONSULTANT will number each sample, and the location will be noted on the installation as- built. 3) Samples shall be twelve (12) inches wide by minimal length with the seam centered lengthwise. 4) Cut a 2 -inch wide strip from each end of the sample for field - testing. 5) Cut the remaining sample into two parts for distribution as follows: a) One portion for INSTALLER, 12- inches by 12 inches b) One portion for the Third Party laboratory, 12- inches by 18- inches c) Additional samples may be archived if required. 6) Destructive testing shall be performed in accordance with ASTM D 6392, Standard Test Method for Determing the Integrity of Non - Reinforced Geomembrane Seams Produced Using Thermo - Fusion Methods. COLLIER COUNTY Section 02700 TECHNICAL SPECIFICATIONS HDPE IRRIGATION POND LINER Page 9 of 12 a 7) INSTALLER shall repair all holes in the geomembrane resulting from destructive sampling. 8) Repair and test the continuity of the repair in accordance with these Specifications. 3. Failed Seam Procedures 1) if the seam fails, INSTALLER shall follow one of two options: a) Reconstruct the seam between any two passed test locations. b} Trace the weld to intermediate feet minimum or where the se a s both directions from the location of the failed test. 2} The next seam welded using the same welding device is required side of the seam is Less to obtain an additional sample, i.e., if one than 10 feet long. 3) If sample passes, then the seam shall be reconstructed or capped between the test sample locations. 4) If any sample fails, the process shall e repeated to establish the zone in which the seam shall b eco 1.14 REPAIR PROCEDURES A Remove damaged geomembrane and replace with acceptable geomembrane materials if damage cannot be satisfactorily repaired. B. Repair any portion of unsatisfactory geomembrane or seam area failing a destructive or non - destructive test. C. INSTALLER shall be responsible for repair of defective areas. D. Agreement upon the appropriate repair method shall be decided between CONSULTANT and INSTALLER by using one of the following repair methods: 1. Patching- Used to repair large holes, tears, undispersed raw materials and contamination by foreign matter: 2. Abrading and Re-welding- re Used pinholes oro other t'minor, loca zed flaws or 3. Spot Welding- Use repair where geomembrane thickness has been reduced. 4. Capping- Used to repair long lengths of failed seams. (excess outer portion) of a 5. Flap Welding- lieu of a full cap weld the flap fusion weld in 6. Remove the unacceptable seam and replace with new material. E. The following procedures shall be observed when a repair method is used: 1. All geomembrane surfaces shall be clean ate to be epairedtiby extrusion welds 2. Surfaces .of the polyethylene which shall be lightly abraded to assure cleanliness. 4 inches 3. Extend patches or caps at least 6 inches he defect, an1d a oundd all a comers of for wedge welds beyond the edge patch material. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02700 HDPE IRRIGATION Page f D LINER k c� F. Repair Verification I. Number and log each patch repair (performed by CONSULTANT). 2. Non - destructively test each repair Using 9 methods specified in this 1.15 MEASUREMENT AND PAYMENT A. Payment for geomembrane installation will be as per contract unit price per square foot, as measured parallel to liner surface, including designed anchor trench material and is based upon net lined area. B. Net lined area is defined to be the true area of atl surfaces to be lined lus designed burial in all anchor trenches, rubsheets, and sacrificial layers. p C. Prices shall include full compensation for furnishing all labor, material equipment, and incidentals. ,tools, D. Prices also include doing all the work involved in performer installation completely as shown on the drawing, as specified herein, e and as directed- by the ENGINEER. END OF SECTION COLLIER COUNTY Section 02700 TECHNICAL SPECIFICATIONS HDPE IRRIGATION POND LINER Page 11 of 12 NO TEXT FOR THIS PAGE COLLIER COUNTY TECHNICAL SPECIFICATIONS .i 4t (11% . 6 u Section 02700 HDPE IRRIGATION P ND LINER Page R SECTION 02830 CHAIN LINK FENCING AND GATES PART 1 GENERAL 1.1 SUMMARY ib c A. Section Includes: Requirements for providing vinyl coated galvanized steel fencing and gates, ee! chain fink B. Related Work Specified in Other Sections Includes: 1. Section 03310 — Concrete, Masonry, Mortar and Grout 1.2 REFERENCES A. Codes and standards referred to in _this Section are: 1. ASTM 1043 - Strength and Protective Coatings on Metal Industri Link Fence Framework al Chain 2. ASME B36.1 OM - 3. FS RR -F -191 1.3 DESIGN Welded and seamless wrought steel pipe - Fencing, Wire and Post, Metal A. . General: Provide fencing of the chain -link type and seven (7) feet hi feet of diamond mesh woven wire fabric to 9h with six (6) height of approximately one foot above the op of the fabric- Design with he e vertical arms slanted out at an angle of 45 degrees and provide the arms to carry double strands of barbed wire when specifically required. Locate the fence as s B. Fabric, Su pports and Fitt g hown. in s: Provide steel fabric supports and fittings except as specified, C. Fabric, Supports and Fittings: Provide green color coated steel fabric fittings. Coat the framework, posts and hardware except hinges and latches to the fabric with thermoplastic or thermoset resins and provide oven supports and a minimum dry coating of seven mils. Color coat all accessories except hined materials to match latches to match the fence. Provide aluminum hinges and latches. ges and D. Pipe Sizes and Weights; Provide pipe sizes and weights meeting the ASME B 36.10, Table 2 and ASTM A 53, Table 1. All pipe sizes listed are nominal, 1, unless otherwise indicated. moral, COLLIER COUNTY Section 02830 TECHNICAL SPECIFICATIONS CHAIN LINK FENCING AND GATES Page 1 of 8 PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable ma submitted. f act rs are listed below . products may 1. Fences Other manufacturers of equivalent a, Chain Link Fence Co. of Pennsylvania b. U.S. Steel - Cyclone 2.2 FABRIC piece woven 2 -inch mesh chain link of 6 -gauge steel wire A. Provide fabric that is a one p provide the top with, a minimum breakload of '1800 Ibs /ft. and after weaving. ngovsn to form a continuous ,fabric with no splices an is coated selvage knuckled for fabric 60 inches high and under, fabric of all and foisted and barbed for fabric over 60 inch ns high. Clean fabric tightly approximately two matter before coating and shipp g• posts using inches above grade level and attach the fabric to the terminal or gate p beveled tension bands and tension bars. Provide galvanized fabric that is fusion coad a with thea mini um seven mil bonding 1 • P applied over coating of polyvinyl chloride (PVC) pp agent. Conform the PVC to Federal Specification RR -F -191. 2. Vinyl coat all cut ends. 3. Conform aluminum fabric to Fed. Spec. RR -F -191. 2.3 TENSION WIRE A. For the tension wire fo r the fence bottom use minimum 6 -gauge galvanized coil spring steel fusion color coated as specified for the fabric. 2.4 TOP AND BRACE RAILS General: Furnish the top rail in approximately 20 -foot lengths with couplings A. Gene for each joint. Provide one coupling in each 5 with an approximately 6 inches long spring. Provide the rail continuous from end -to -end for e,�ach the of fence. expansion osd Provide brace rails at all terminal from the terminal post to first adjaceent ine bottom of the fabric and Securely fasten rails at both ends. d Provide ramework n Subsection 1.03 C. galvanized steel fusion color coated as spec�fie -inch Schedule 40 pipe or a 1.625- by 1.25 -inch roll - formed section B. Pipe Type: 1 -114 of 192 pounds on 10 -foot span., with minimum bending strength Section 02830 CHAIN LINK FENCING P 9e 2 of 8 GATES COLLIER COUNTY FICATIONS TECHNICAL SPECI 2.5 POSTS A. General: Provide all posts that are coated as specified for Posts and hardware in Subsection 1.03 C. v +nYf coated framework, . B. Pipe Posts: Provide pipe posts as follows: 1 • For end, corner and pull posts use 2 -1/2 -inch, Schedule 40 pipe 2. For line posts use 2 -inch, Schedule 40 pipe I For gate posts use the following pipes for different leaves: a. For leaves up to 6 feet wide, use 2 -1/2 -inch Schedule 40 pipe b. For leaves over 6 feet to 12 feet wide, use 3 -1/2 -inch Schedule 40 pipe C. For leaves over 121eet to 18 feet wide; use 6 -inch Schedule 40 pipe C. Bending Strength: Provide materials with the minimum bending strength b 6 -foot cantilever for rolled formed or tube posts as follows: g ased on a Galvanized 1 End, Corner and Pull Posts: Steel 2.875" O.D. roll formed or 444 2 =1/2 4nch square tube 547 2 -1/2 -inch square, heavy wall extrusion 2• Line Posts: For fences 8 feet 245 maximum height 1.875- by 1.625 -inch C- Section For fences over 8 feet 347 high 2.25- by 1.703 -inch C- Section 3• Gate Posts: For leaves up to 6 feet wide (2.875 -inch O. D, roil 444 formed or 2 -1/2 -inch square tube 645 COLLIER COUNTY Section 02830 TECHNICAL SPECIFICATIONS CHAIN LINK FENCING AND GATES Page 3 of 8 I rA C. 16 GATES erimeter construction of gates with leaves up to 6 feet wide, use General: For the p e or 1 -1/2 -inch square steel tube, and for gates with leaves '1 -1/2 -inch Schedule 40 pip e or 2 -inch square steel tube. greater than 6 feet wide, use 2 -inch Schedule 40 pip Provide the gates with sufficient horizontal and vertical for he attachment of Braces: Pro in and to proved to ensure structural stability to prevent sagging gates with diagonal cross bracing fabric, hardware and accessories. Provide g consisting of 3/8 -inch diameter adjustable length truss rods where necessary to provide frame rigidity without sag or twist. Cantilever Sliding Gates: Furnish cantilever overhang as follows: Gate Leaf Size Overhang 6' -0" to 10' -0" 6' -6" ' 11' -0" 7 to 14' -0" `ii 15' -0" to 22' -0" 10' -0" 12' -0" to 30' -0" 12' -0" gates leaf sizes 23' -0" to 30' -0", add one additional the bottom square ail to 2l 1. For g horizontal rail support rail welded adjacent to the top x 4" tubing weighing 1.71 pounds per foot. s having 318 -inch (galvanized steel) cantilever overhang frame 2, Provide all (aluminum) brace rods. k made of a 3. Provide the enclosed trac pounds combined track n a per foot and designed u o extrusion having a total weight of. withstand a reaction load of 2,000 pounds. P 4. Provide each gate leaf with two swivel type zinc die cast trucks having four sealed lubricant ball- bearing wheels, 2 -inch in diameter by 9116 -inch in width, truck in the track. Hold with two side rolling wheels to insure alignmet�altbolts with 1/2 -inch shank. trucks to post brackets by 7/8 -inch diameter Design truck assemblies to take the same reaction load as the track. 5. Install gates on 4 -inch OD Schedule 40 (g alvanized) {aluminum} posts weighing ate and four posts for 9.1 pounds per foot. Use three posts for single slide g double slide gate. emblies for each supporting post. Provide each 6. Provide guide wheel l ass two rubber wheels 4 inches in diameter attached to a assembly consisting po st so that the bottom horizontal member will a Alin p weer allignmentls which can be adjusted to maintain gate frames plumb COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 02830 CHAIN LINK FENCING AND GA of 8 16 D• Gate Accessories: Equip q p gates with hinges, latches, center stops-, hasps, holdbacks, and padlocks. Provide hinges, latches, center stops, hasps, and holdbac ks that are aluminum. Provide double gates with a center drop bar and gate holdbacks. E. Latches: Provide gate latches that are positive Padlocking arrangement accessible from either side of the gat Pivoting type with the F. Hinges: Hang all gates on offset hinges to permit swinging the gate 180- degree arc to lie, when not obstructed, along and parallel t the line of through a 2.7 ATTACHMENTS the fence. A- General: Provide all attachments fabricated of coated to match the fabric as for framework, posts and hardware in Subsection alueinum on 1.03, except provide hinges and latches. mmum B• Tension Bars: Provide 3/16 -inch by 3/4 -inch galvanized attached to the terminal posts by means of beveled edge bands. on steel tension bars C. Truss Rods: Provide 3/8 -inch diameter galvanized carbon steel truss r mount truss rods between the line post end of brace rail and th°edb. Securely of e terminal post. the bra D. Post Tops: Provide post tops of galvanized pressed steel or malleable weathertight caps for post or tube posts. Make provisions for installation or passage of the top rail. iron to form P ge E. Brace and Tension Bands: Provide galvanized steel brace bands and tension of the "unclimbable" beveled edge type with 3/8 -inch diameter square shoul ands, aluminum carriage bolts, nonremovable from outside of the fence. dered F. Rail Couplings: Provide rail couplings of the outside sleeve type, not 1 inches long, self - centering, which allows for expansion and contraction. s than six aluminum galvanized steel rail couplings. Provide G. Fabric Ties: Provide 11 -gauge galvanized steel fabric ties. H. Hog Rings: Provide I. 11-gauge wire aluminum alloy, Type 6061 -T6 ho rings. Arms: Provide galvanized pressed steel extension arms for supporting barbed wire where used. Design the arms with an adequate cross pse ng the withstand without failure or permanent deflection a perpendicular force of 250 coon to applied at the end of the arm when the arm is securely attached tothe post. . Construct extension arms to be slanted out. P f- COLLIER COUNTY Section 02830 TECHNICAL SPECIFICATIONS CHAIN LINK FENCING AND GATES Page 5 of a PART 3 EXECUTION 3.1 INSTALLATION 16 A. General: install all fencing and accessories according to the manufacturer's commendations. Do not begin installation and erection, before final grading is re roved. completed, unless otherwise app usin post hole digger) holes for posts to the B. Excavation: Drill or hand excavate approve( using P diameter and spacing indicated, in firm, undisturbed or comp acted soil. if not indicated, excavate holes for each post to the minimum diameter recommended by the fence manufacturer, but not less than four times the largest cross - section of the post. Unless otherwise indicated excavate the hole depths approximately 3 inches 2. Un Posts set not less than 36 inches lower than the post bottom, with the bottom of p below the finished grade surface. C. Barbed Wire: When specifically required, firmly instarmh b ter arbremovaed wiir i all sag thm extension arms, anchored to the terminal extension as the wire. on Wire: Attach the tension wire to the bottom of the fabric by hog rings spaced D. Tension by brace bands. at 24 -inch intervals and to terminal posts. Set posts plumb in concrete encasement at not ndreoncrete 10-foot ncasement for E. .Posts: Se P p ro properly aligned. ned. Exte the line of the fence with the tops p P y g grade with a minimum diameter of ten line posts a minimum of three feet below finish g posts 40 inches corner and gate p inches. Extend concrete encasementosos terminal, for leaves greater than 6 feet, for which below finished grade, except gate p extend the encasement 54 inches below grade. Provide the minimum diameter o e ate posts to be sufficient to provide not less encasement for terminal, corner and gate and the face of the concrete and in no than four inches between any part of the p posts 32 inches into the case provide the diameter to be less than 12 inches. ate posts or leaves greater than 6 concrete and set all other posts 36 inches, excep 9 P slope the to exposed feet wide, which are to be set 48 inches and intoide a neat appea ance. P surface of the concrete to shed wate P each posts and vibrate or tamp for consolidation. Check Place concrete around p posts in position during p post for vertical and top alignment and hold p and finishing operations. a. Unless otherwise indicated, extend the concrete footing 2 inches above grade and trowel to a crown to shed 2. Where aluminum is in contact with concrete, coat the aluminum as specified in Section 09900. g on 02830 COLLIER COUNTY TECHNICAL SPECIFICATIONS ec i CHAIN LINK FENCING AND 6To 8 16 C2 F. Fabric Ties: Space fabric ties approximately 14 inches apart on the line Posts inches apart on the rails. (For clips.. ,used with C- section posts, use al and 24 11 -gauge steel wire.) galvanized G. Fabric: Leave approximately 2 inches between finished grad selvage, unless otherwise indicated. Pull the fabric taut and tie to posts, rails a 9 and. the bottom tension wires. Install the fabric on the security side of the fence, and anchor the fa and to the framework so that the fabric remains in tension after the _Pullin force fabric released. 9 e is H. Fasteners: Install nuts for tensions bands and hardware bos on the sid Opposite the fabric side. Peen ends of bolts or score threads to prevent e t remo alCe e fen END OF SECTION COLLIER COUNTY Section TECHNICAL SPECIFICATIONS TES CHAIN LINK FENCING AND GATES Page 7 of 8 NO TEXT FOR THIS PAGE COLLIER COUNTY TECHNICAL SPECIFICATIONS t0> Section 02830 CHAIN LINK FENCING AND aToE 8 16 c= SECTION 02999 MISCELLANEOUS WORK AND CLEANUP PART 1 GENERAL 1.1 SCOPE OF WORK A. This Section includes operations that cannot be specified in detail as separate items but can be sufficiently described as to the kind and extent of work involved. Furnish all labor, materials, equipment and incidentals to complete the work under this Section: B. The work of this Section includes, but is not limited to, the following: 1 • Restoring of sidewalks, driveways, curbing and gutters. 2. Crossing utilities. 3. Relocation of existing water lines, low pressure, gas lines, telephone lines, electric lines, cable TV lines and storm drains as necessary, all.as shown on the drawings. 4. Restoring easements and rights -of -ways. b. Cleaning up. 6. incidental work. 1.2 WORK SPECIFIED UNDER OTHER SECTIONS A. Complete all work in a workmanlike manner by competent workmen in full compliance with all applicable sections of these Specifications. PART 2 PRODUCTS 2.1 MATERIALS A- Materials required for this Section shall be of at least the same materials that are to be restored. Where possible, reuse existing mater alst that as are removed and then replaced, with the exception of paving. PART 3 EXECUTION 3.1 RESTORING OF CURBING, FENCES, AND GUARD RAILS A. Protect existing curbing. If necessary, remove curbing from joint to joint and replace after backfilling. Replace curbing that is damaged during construction with curbing of equal quality and dimension. COLLIER COU NTY Section 02999 TECHNICAL SPECIFICATIONS MISCELLANEOUS WORK AND CLEANUP Page 1 of 4 16 c 3.2 CROSSING UTILITIES A. This item shall include any extra work required nludin gall culverts, water bracing, uextra drains., water mains, and other utilities, including excavation and backfll, or any other work required for the crossing, whether or not shown on the drawings. 3.3 RELOCATIONS OR REPLACEMENT OF EXISTING G S LINES, TELEPHONE LINES, ELECTRIC LINES, CABLE TV LINES AND D acement of A. Notify the proper authority of the utility involved sot that rthe replprogr ss of these lines is required. Coordinate all work y the utility construction will not be hampered. B. Reference all side drains, side ditches, swales, and constructions as o grad them location prior to construction, maintain the g as necessary after construction. Where drainage structures are disturbed and must be replaced, the minimum size replacement shall be twelve inches (12 "). All lier drainage culverts installed shall have mitered e dsoithe nspecifedeelevatgionsogand County Standard Details. Place the culvert regrade or reshape the swale and road shoulders that have been disturbed or damaged during construction. 3.4 PROTECTION AND RESTORATION OF PROPERTY A. Protection and Restoration of Property. During- the course of construction, take special care and provide adequate protees wiithin the coonstrtruc`t otneright f--w y, to vegetation, surfaced areas, and structur ir thereof. easement or site, and take full responsibility fo plcrea ed byr enperoachment immediately repair any damage to private property thereon. Should the removal or trimming of he valuable nated construction area, area,s be des this required to facilitate the installation within 9 work shall be done in cooperation with the tat on moved or damaged, communities which shall e the work takes place. Said valuable vege replanted, if possible, or replaced by items n the course work shall be replaced growth is re- established. Topsoil damaged i grade. Following in kind with suitable material, graded to match existing g construction completion, the work area along the route of the installation shall be finish grade to elevations compatible with the adjacent surface, with grassing or hand raking required within developed areas. B. Existing lawn surfaces damaged by construction shall be re- graded and re- sodded or re- seeded. These areas shall be maintained until all work under this Contract has been completed and accepted. COLLIER COU NTY TECHNICAL SPECIFICATIONS Section 02999 MISCELLANEOUS WORK AND CLEANUP Z ANU � 3.5 CLEANING UP .16 A. Remove all construction material, excess excavation, buildings, equipment other debris remaining on the job as a result of construction operations and shall render the site of the work in a neat and orderly condition. B• Work site clean -up shall follow construction operations without dela accordance with Section 01710. Y and in 3.6 INCIDENTAL WORK A. Do all incidental work not otherwise specified, but obviously necessary. for t Proper completion of the Contract as specified and as shown on the drawings he g. COLLIER COU NTY TECHNICAL SPECIFICATIONS END OF SECTION MISCELLANEOUS WORK AND CLEANUP Page 3 of 4 C2 COLLIER COU NTY TECHNICAL SPECIFICATIONS 6 r.N 1 NO TEXT FOR THIS PAGE Section 02999 MISCELLANEOUS WORK AND PC g CLEANUP 4 76 -C� SECTION 03100 CONCRETE FORMWORK PART 1 GENERAL 1.1 SUMMARY A- Section Includes: Provide concrete formwork for architectural concrete and structural concrete as specified to form concrete to profiles shown. 1. Provide concrete with smooth rubbed finish. 2. Structural concrete is defined as all concrete that is not architectura! concrete. B. Related Work Specified in Other Sections Includes: 1- Section 03200 - Concrete Reinforcement 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1- ACI 318 - Building Code Requirements for Reinforced Concrete 2. ACI SP-4 - Formwork for Concrete 1.3 SUBMITTALS A. Provide all submittals, including the following, as specified in Division 1. 1 • CONTRACTORS Shop Drawings: Proposed form layout drawings and tie pattern layout drawings for Concrete. Review of these drawings does not relieve the CONTRACTOR of responsibility for adequately designing and constructing forms. 2. Samples: Pieces of each type of sheeting, chamfer strips, form ties, form liners and rustication strips 1.4 QUALITY ASSURANCE A. Formwork Compliance: Use formwork complying with ACI SP-4, ACI 3 303R. 47 and ACI COLLIER COUNTY Section 03100 TECHNICAL SPECIFICATIONS CONCRETE FORMWORK Page 1 of 4 1( D PART 2 PRODUCTS 2.1 MANUFACTURER below. Other manufacturers of equivalent A. Acceptable manufacturers are listed products may be submitted. 1. Release Agent Magic Kote VOC by Symons Corporation 2. Form coating A.C. Horn Corporation, Brooklyn, NY 3. Form liners Dura -Tex by Symons Corporation, Des Plaines, IL 4. Rustications Symons Corporation, Des Plaines, IL 2.2 MATERIALS A. Structural Concrete: Provide structural concrete form materials as follows: 1. Obtain approval for form material before construction of the forms. 2. Use a barrier type form release agent. 3. Use form ties, hangers, and clamps of such type that, after removal of the forms, no metal will be closer than one inch from concrete surface. Wire ties will not be permitted. 4. Provide ties with swaged washers or other suitable devices to prevent seepage of moisture along the ties. Leave the ties in place. b. Use lugs, cones, washers, or other diameters that do not leave holes or depressions greater than 718 inch i PART 3 EXECUTION 3.1 DESIGN Desi n Responsibility: Be responsible for the adast9e' stru9turalrcocrete A. 9 construction of the architectural concrete formwork formwork. Conform the work to the recommendations of ACI SP -4 and ACl 303R. B. Setting Time and Slag Use: The presence o yc ncrete and ground granulated structural concrete furnace slag in the concrete mix for architectural Section 03100 CONCRETE FORMWORK COLLIER COUNTY Page 2 of 4 TECHNICAL SPECIFICATIONS t he forms. delay the setting time. Take of f t this into consideration in the design and removal C. Responsibility During Placement: Assume and take sole r adequate design of all form elements for support sponsimixt for PPort of the specified and delivered. wet concrete ixturPc D. Consistency: Design forms to produce concrete members identical'in shape lines and dimensions to members shown. 3.2 CONSTRUCTION DETAILS FOR FORMWORK A. Structural Concrete Details: Follow the following details for all structural concrete: 1 • Provide forms that are substantial, properly braced, and tied together to maintain position and shape and to resist all pressures to which they may be subjected. Make forms sufficiently tight to prevent leakage of concrete. 2. Determine the size and spacing of studs and wales by the nature of the work and the height to which concrete is placed. Make forms adequate to produce true, smooth surfaces with not more than 1/8 -inch variation in either direction from a geometrical plane. Provide horizontal joints that are level, and vertical joints, which are plumb. 3. Supply forms for repeated use in sufficient number to ensure the rate of progress. required 4. Thoroughly clean all forms before reuse and inspect forms immediate) before concrete is placed. Remove deformed, broken, or defective forms from the. work. 6• Provide temporary openings in forms at convenient locations t cleaning and inspection. o facilitate 6. Coat the entire inside surfaces of forms with a suitable form release agent just prior to placing concrete. Form release agent is not permitted on the reinforcing steel. 7. Assume and take responsibility for the adequacy of all forms and remedyin any defects resulting from their use. 9 3.3 FORM REMOVAL_ A. Structural Concrete Form Removal: Do not remove forms for structural concrete until the concrete has hardened sufficiently to support its own load safely, plus any superimposed load that might be placed thereon. COLLIER COUNTY Section 03100 TECHNICAL SPECIFICATIONS CONCRETE FORMWORK Page 3 of 4 ... _ 16 V t 3.4 TOLERANCES for and place the A. Tolerance Limits: Design, construct and kai hin the tolerance limits set forth 'n concrete concrete to provide completed concrete work ACI SP -4: END OF SECT }ON COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 03100 CONCRETE FORMWORK Page 4 of 4 16 C2 SECTION 03200 . CONCRETE REINFORCEMENT PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for providing concrete reinforce and specified herein. Reinforcement includes all steel bars, wire and welded wire fabric as shown and specified. B. Related Work Specified in Other Sections Includes: 1. Section 03100 - Concrete Formwork 2. Section 03410 - Precast Concrete Structures 1.2 REFERENCES A- Codes and standards referred to in this Section are: I. . ACI SP66 - ACI Detailing Manual 2• ACI 318 - Latest edition "Building Code Requirements for Reinforced Concrete" 3. ASTM A 185 - Steel Welded Wire Fabric, Plain, for Concrete Reinforcement 4- ASTM A 6151A615M - Deformed and Plains Billet -Steel Bars f Concrete or 5. ASTM A 706/A706M - Low Alloy Steel Deformed Bars for Concrete Reinforcement 6.. ASTM A 775/A775M - Epoxy Coated Reinforcing Steel Bars 7. AWS D1.4 - Structural Welding Code - Reinforcing Steel 1.3 SUBMITTALS A. Provide all submittals, including the following, as specified in Division 1. 1. Product Data and Information: Submit manufacturers literature with product data, and material description of fusion bonded epoxy coating for reinforcement and reinforcement accessories, including manufacturer's COLLIER COUNTY Section 03200 TECHNICAL SPECIFICATIONS CONCRETE REINFORCEMENT Page 1 of 6 16 recommendations for field touch -up of mars and cut ends when epoxy coated reinforcement is specified to be used. 2. CONTRACTORS' Shop Drawings: Submit checked Working Drawings, including bar lists, schedules, bending details, placing details and placing plans and elevations for fabrication and placing reinforcing steel conforming to "ACI Detailing Manual SP -66 ". a. Do not bill wall and slab reinforcing in sections. all laShoexcept complete elevations of all walls and complete plans of tion when more than one wall or slab are ndidentical, {evations one need not lbeatrue or plan is required. These plans a views of the walls or slabs shown. Bill every elevation. aTake on a plan. Bill every reinforcing bar sections to clarify the arrangement of the steel reinforcement. Identify all bars, but do not bill on such sections. ive the b. For all reinforcing bars, unless the finension to som bar e structuragfeature location of such, bar or bars by a d that will be readily distinguishable at the time bars are placed. C. Make the reinforcing steel placing drawings complete for placing reinforcement including the location of support bars and chairs, without reference to the design drawings. d. Submit Detailer certification that every reinforcing steel placing drawing and bar list is completely checked and corrected before submittal for approval. e. If, after reinforcing steel placing drawings and bar lists have been submitted for approval, a review c and eturned obviously have not been checked reveals orrected they will be for checking and correcting by the Detailer. 3. Samples: Submit the following samples when epoxy coated reinforcement is specified to be used. ated steel reinforcing bar, of any size typical to a. 12 -inch long epoxy - co this Project b. One of each type of epoxy- coated reinforcement accessory used on this Project C. 12 -inch long, nylon coated tie wire 4. Certificates: Test certificates of the chemical and .physical properties covering each shipment of reinforcing steel bars. Test for bars 314 inches in COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 03200 CONCRETE REINFOPRCE 2 of 6 S diameter and larger shall consist of the bar being bent cold to 90 degrees around a pin 3 times the diameter of the test bar without evidene of cracking. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle all products and materials as specified in Division 1 and as follows:) 1 • Delivery Requirements: Have reinforcing steel delivered to the work in strongly tied bundles. Identify each group of both bent and straight bars with a metal tag giving the identifying number corresponding to the reinforcing steel placing drawings and bar lists. 2. Storage: Properly store all bars in an orderly manner, with all bars completely off the ground. Keep bars clean after delivery to the site of the work. PART 2 PRODUCTS 2.1- MANUFACTURERS A. The brand of manufacturer shall be legibly rolled on all bars, and when loaded for mill shipment, all bars shall be property separated and tagged with manufacturer's test identification number. B. Acceptable manufacturers are listed below. Other manufacturers of equivalent Products may be submitted. 1 • Mechanical connections a• Dowel Bar Splicer /Dowel -in System and Coupler Splice System of the Richmond Screw Anchor System b• Cadweld Rebar Splice by*Erico Products inc. C. Bar Grip Splice by Barsplice Products Inc. 2.2 MATERIALS A. Steel Bars: Use new billet steel bars, deformed bars, meeting the requirements of ASTM A 615/A625M Grade 60 for reinforcing steel bars. 1 • Roll all reinforcing steel bars with special deformations or identifying marks indicating the ASTM Specification and Grade. COLLIER COUNTY Section 03200 TECHNICAL SPECIFICATIONS CONCRETE REINFORCEMENT Page 3 of 6 %W 2. Use bars free from defects, kinks and from bends that cannot be readily and fully straightened in the field. 3. Supply reinforcing bars in lengths that will allow convenient {eteps of lap of joints work and provide the required length of at least 4 as shown. Provide dowels of proper length, size and shape for tying walls, beams, floors, and the like together. Conform fusion bonded epoxy coated reinforcing steel bars to B. Epoxy Coating: portions of the reinforcing steel bars ASTM A 775IA775M when used. Leave uncoated where mechanical connections are shown. C Welded Wire Fabric: Use welded wire fabric of the electrically welded type, with wires arranged in rectangular patterns, of the sizes shown or specified and meeting the requirements of ASTM A 185. and Accessories: Provide bar supports and other a While cant and, necessary, additional supports D. Supports orts to hold bars in proper position being placed. 1. Use side form spacers against of bars. Sloping forms to maintain prescribed side cover and cross position 2. Use individual hi- chairs with welded cross ties or circular hoops to support top bars in slabs thicker than 8 inches. 3. Bolsters, chairs and other accessories: a. Use hot - dipped galvanized or provide { othea thanearchitectural contact with forms for surfaces of concrete surfaces. b. Use stainless steel when in contact with forms for architecturally exposed surfaces. C. Use epoxy coated bolsters, chairs and accessories including wire ties for epoxy coated reinforcing bars. d. Use chairs of an app roved type and space them properly to support ing and hold reinforcing bars in position rade all ob work inc noltduse slabs placed directly on the 9 continuous hi- chairs for supporting of top bars in slabs over 8 inches in thickness. E. Mechanical Connections: Provide mechanical tonne {ensionhat develop at least 125 percent of the specified yield strength of the bar in COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 03200 CONCRETE REINFOPRCE 4 of 6 ' F C Stirrups and Ties: Provide stirrups and ties as shown and specified and meeting the requirements of ASTM A 185. . 9 2.3 FABRICATION A. Drawing Review Prior to Fabrication: Do not fabricate any material b review and approval of shop drawings. efore final B. Bending and Cutting: Cut bars to required length and bend accurately before Placing. Bend bars in the shop unless written approval for field bending is obtained. If field bending is permitted, do it only when the air temperature, where the bending operation is performed, is above 30 degrees F. Do not field bend bars that have been partially embedded in concrete. C. Splices: Use lapped splices for tension and compression splices unless otherwise herwise D. Cleaning: Clean and bend reinforcement in accordance with ACI 315 318• and ACI PART 3 EXECUTION 3.1 INSTALLATION A. Placement: Place all bars in accordance with CRSI "Recommended Practice for Placing Reinforcing Bars ". B. Tolerances: Place bars used for top reinforcement in slabs to a vertical tolerance Of plus or minus 1/4 -inch. Place all other reinforcement to the tolerances given to ACI 318. g C. Cleaning: Have reinforcing steel delivered. without rust other than that accumulated during transportation to the work. At all times, fully protect reinforcing steel from moisture, grease, dirt, mortar and concrete. Before being placed in position, thoroughly clean reinforcing steel of all loose mill scale and rust and of any dirt, oil, grease coatings, or other material that might reduce the bond. If there is a delay in depositing concrete, inspect and satisfactorily clean the steel immediately before the concrete is placed. D. Bar Positioning: Place bars in the exact positions shown with the required spacing and cross wire bars securely in position at intersections to prevent displacement during the placing of the concrete. Fasten the bars with annealed wire of not less than 17 gauge or other approved devices. E. Bar Extension Beyond Formwork: On any section.of the work where horizontal bars extend beyond the length of the forms, perforate the form or head against COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 03200 CONCRETE REINFORCEMENT Page 5of6 16 which the work ends or at the proper places to allow the bars to project through a distance at least equal to the lap specified. F. Unacceptable Materials: Do not place reinforcing steel damaged, unsuitably or rusting. approved, ma s, expo ed threads of bonded epoxy coating mechanical connections and cut ends may be field coated with approved epoxy coating material. G Review of Placement: Have reinforcing placement reviewed by the ENGINEER before concrete is placed. H. Welding -Not Approved: Do not use reinforcing bar assemblies made by welding of any kind, or accessories of any kind which require field welding to reinforcing bars. 1, Welding - Approved: Where welding of reinforcing steel is shown, AWS D1.4 "Structural Welding Code - Reinforcing Steel" applies. J. Tension and Compression Lap Splices: Conform splices n points ofemaximum splices to ACI 318 with all supplements. Avoid ure P tensile stress wherever possible. Providtension mpbarsU n circular 'tanks with not more shown. Stagger all bar splices in hoop than 50 percent of the bars spliced i with AWSD1 4 direction. Have welded splices on made by. certified welders in accordance spe K. Welded Wire Fabric: Place welded wire fabric in the osi positions chars or,s p cified ar required to fit the work. Fumish and place suitable spacing ere a flat specified for bars, to maintain the fabrflatnsheetsrwhenoava�i lableWhOtherwise surface of fabric is required, provide reverse roll the fabric or straighten to of indicated. perfectly flat surface before placing. Obtain approval for the length of laps n in L. 'Concrete Cover: Place reinforcing steel measured from the surface of the bar hold or position so that the concrete cover, as wire to the surface of the concrete, is as shown or specified. END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 03200 CONCRETE REINFORP 6 o CE N6 SECTION 03310 CONCRETE, MASONRY MORTAR AND GROUT PART 1 GENERAL 1.1 SUMMARY 16 A. Section Includes: Cement, sand, aggregate admixtures and water for use i concrete, masonry mortar and grout. n 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1 • ASTM C 91 - Masonry Cement 2• ASTM C 144 - Aggregate for Masonry Mortar 3. ASTM C 150 - Portland Cement 4. ASTM C 207 - Hydrated Lime for Masonry Purposes 5. ASTM C 270 - Mortar for Unit Masonry 6. ASTM C 231 - Air Content of Freshly Mixed Concrete 7• ASTM C 404 - Aggregate for Masonry Grout 8. 8. ASTM C 476 — Grout for Masonry 9. ASTM C 780 - Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry 10. ASTM C 1019 - Sampling and'Testing Grout 11. CRD C -619 - Specification for Grout Fluidifier. 12. CRD C -621 - Specification for Non - Shrink Grout. 13. Brick Institute of America Research Report No. 15 14. ACI 530.1 /ASCE 6 -92 - Specifications for Masonry Structures COLLIER COUNTY Section 03310 TECHNICAL SPECIFICATIONS CONCRETE, MASONRY MORTAR AND GROUT Page 1 of 6 r � E� 1.3 SUBMITTALS A. Provide all submittals, including the following, as specified in Division 1. B. Product Data and information: Submit the following: ement 1, Furnish notarized certificates of manuf ctu �ncludevm 11 test (reports con the conforms to the specified requirements. cement. 2. Furnish notarized certificates to verify that the hydrated lime and aggregates meet the specified requirements. 3. masonry mortar Furnish laboratory tests as evidence that the air content an Type N and that compressive strength meet the requirements orients of the wick test in Brick the efflorescence tendency meets the requirements institute of America Research Report No. 15. 4. Furnish laboratory tests as evidence that the masonry grout compressive strength is equal to or greater than 2,500 psi at 28 days. 1.4 DELIVERY, STORAGE AND HANDLING A. General: Deliver, store and handle all mortar and grout materials as recommended by the manufacturers and as specified in Division 1 (and as follows:) B Cement: Store cement in weathertight buildings orated from moisture and m storagem contaminants. Do not use cement that has de C. Hydrated Lime: Store hydrated lime in weathertight buildings which will exclude moisture and contaminants. p.� Aggregates: Keep aggregates clean and free from all other materials during 9 re ate in a manner to prevent transportation and handling. Stockpile agg 9 segregation. PART 2 PRODUCTS 2.1 CEMENT A. Portland Cement shall be of a stand xce t as hereinafter stated. One bag requirements of ASTM C150- latest edition, P pounds. Type t shall be used of cement shall be considered as weighing 94 p e III shall be used. For Type unless higher cement is specified, in which event Typ percent. Cement may be I, the maximum amount . of tricalcium silicate shall be 60 1, t shipped either in paper or cloth sacks and the package shall have the brand and P Section 03310 CONCRETE, MASONRY MORTAR AND gGROUT 6 COLLIER COUNTY TECHNICAL SPECIFICATIONS 1b name of manufacturer plainly marked on the outside. All cement shall be stored in weatherproof buildings in such a manner as will prevent absorption of moisture by the lower layers. Shipment shall be segregated by lot for identification. Type I cement which has been in storage more than 90 days shall be re- tested before use. Where carload shipments are used, a certificate from an approved testin laboratory shall be submitted prior to use of such cement on the job. g 2.2 AGGREGATE A. Fine Aggregate: 1 • Composition:' Fine aggregate shall consist of natural sand and shall be graded from coarse to fine within the following limits shown in the table below. Sand failing to meet the minimum requirement for material passing the Number 50 and /or Number 100 Sieve may be used, provided other satisfactory inorganic fine materials are added. If two sands are used, each must be mixed, after separate weighing, in proportions approved by the COUNTY. U.S. Standard Square Percent of Total By Weight Passing Opening Sieve No. 4 Minimum Maximum 97 No. 8 80 100 1 No. 30 25 100 No. 50 10 75 No. 100 2 30 No. 200 B Washing) 10 0 4 2. Stockpiling: Fine aggregate shall be stored on a well- drained site, which has been cleared, grubbed and cleaned. Stockpiles shall be built up so as to prevent segregation of large and small particles. 3. Unsuitable Materials in Fine Aggregate: Not more than one percent (1 %) by weight of clay lumps or soft, disintegrated or coated grains shall be present in the fine aggregate. It shall also be free from foreign material such as dirt, wood, paper, burlap, or other unsuitable material. When tested in accordance with AASHTO T- 21 -27, it shall show a color not darker than standard. When tested for mortar strength in accordance with AASHTO T- 71 -38, the fine aggregate shall have a tensile strength at three (3) days (Type II1), or at seven (7) days, (Type 1); not less than 95 percent of that developed by mortar having the same water - cement ratio and consistency, made of the same cement and graded Ottawa Sand having a fineness modulus of 2.40, plus or minus 0.05. COLLIER COUNTY TECHNICAL SPECIFICATIONS CONCRETE, MASONRY MORTAR AND GROUT Page 3 of 6 I'• 3 I 6 C? Coarse Aggregate: crushe l be 1, Composition: Coarse aggregate shall consist discret ona the COUNTY Imay washed to remove clay, loam and dust. A waive the washing requirement stone having accordance a loss of not more with the provisions of thirty per cent (30 %) when tested AASHTO T- 96 -38. 2. Unsuitable Material in Coarse Aggregate: The coarse ous gregate shall not contain more than the following percentages of delete Soft Fibrous, Disintegrated Particles (Weight) 3.0% 0 2% Clay Lump ( Weight) 0.5% Finer Than No. 200 Sieve (Weight) 10.0% Flat or Elongated Particles (Count) When subjected to AASHTO Test T- 96 -38, the aggregate shall have a loss not greater than sixty -five percent (65 %). Aggregate shall be free from loam, wood, leaves, or other foreign material. 3, Gradation: For unreinforced foundations for paving ate or for tber as rshown in mass concrete, the gradation of coarse g9 Table 1. For reinforced footings,. , rngfucturesthe gradation shall be shown ordinary floor slabs and similar on Table 2. For handrails, reinforced aconstruction, t walls, ! e gradation shall electrical conduit encasement, and be as shown on Table 3. COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 03310 CONCRETE, MASONRY MORTAR ANDg GROUT, P of 6 Y Table 3 Percent Passing S care Openin Sieve Percent By Weight 1 inch 100 3/ inch ---100 3/8 inch 20-55 No.4 0 -10 No. 8 U-5 4. Stockpiles: Stockpiles shall be constructed in layers not exceeding three feet (3') in height, and material shall be deposited in such manner as to prevent segregation of coarse and fine materials. Each type of aggregate shall be placed in a separate stockpile. Stockpile sites shall be cleared, grubbed and drained before using. 2.3 HYDRATED LIME A. Provide hydrated lime meeting the requirements of ASTM C 207. 2.4 WATER A. Water shall be clean and free from salt, oil or organic substances. Laboratory tests shall be made to determine suitability of any water for use in concrete unless it is secured from a public water supply. PART 3 EXECUTION 3.1 CONCRETE PROPORTIONING A. Concrete aggregate shall be proportioned by weight. When the sources of supply shall have been determined by the CONTRACTOR and approved by the COUNTY, the mix shall be set by an approved testing laboratory. Mix shall be designed for a "slump" suitable for the character of structure in which the concrete is to be incorporated. All concrete shall be as specified herein. B. After a suitable designed mix has been approved by the COUNTY, it shall not be changed so long as materials of the same characteristics are used in the mix. Within the limits of the various cement factors shown above, the mix shall be varied until the homogenous workable mixture, suitable for the class of structure intended, has been obtained. 3.2 CONCRETE MIXING A. Concrete mixing shall be by means of a modern batch mixer equipped with an accurately operating water measuring device and an automatic time locking device. COLDER COUNTY CONCRETE, MASONRY MORTAR AND TECHNICAL SPECIFICATIONS D GROUT Page 5 of 6 16 C? an B. Where a central hatching plant is p use oerated, each proportioning. Each batch'shalll be approved portable weighing device fo mixed for one and one -half (1'/z) minushall oeerate with h a peripheral ipheraf speetddof not during such mixing period, that drum P and less than one - hundred and fifty-three nor revol bons per m nute hall be twenty -five (225) feet per minute. The number of between fourteen (14) and twenty (20). Retempering concrete or use of concrete ete in which initial set has taken place slit not be suitable trucik mixer may be app odved byrthe from an approved batching plant and u COUNTY. 3.3 PIPE GROUT A. Mix lean grout for backfilling the space surrounding the pipe sections in tunnel or other areas as specified or directed in the proportion of 1 part Portland cement to 12 parts sand by volume. B. Mix grout to a consistency that can be pumped into the pipe. Use a grout fluidifier to reduce water quantity and improve workability. 3.4 TESTING A. Masonry Mortar: Make and test specimens for the requirements of ASTM C evaluation of masonry mortar in accor d 780. B. Masonry Grout: Make and test sp for withrthenrequirlements of ASTM C evaluation of masonry grout in accordance 1019. C. Concrete shall contain cement, coarse aggregate, and fine aggregate meeting the Specifications contained in previous deparagraphs i an strength o the several otherwise e elements specified or shown in the plans, 9 included in the plans shall be: 1. Four thousand (4,000) pounds minimum compressive strength per square inch at twenty -eight (28) days feciallsetctionsewhere specifically shown on one precast structures and other p the plans or Standard Details. 2. Two thousand five hundred (2,5080) pounds o minimum ll blocking, eP forced footings, per square inch at twenty-eight ( ) Y for retaining walls not subject to hydrostatic pressure, or where specifically shown on the plans or shown in the Standard Details. END OF SECTION Section 03310 CONCRETE, MASONRY MORTAR AND GROUT COLLIER COUNTY of 6 TECHNICAL SPECIFICATIONS SECTION 03410 PRECAST CONCRETE STRUCTURES PART 1 GENERAL 16 C 2 1 SCOPE OF WORK A. Furnish all materials, labor, and equipment and- construct manholes, wet wells valve pits, meter pits, and accessory items, consisting of precast sections as shown on the Drawings and as specified herein. B. The forms, dimensions, concrete, and construction methods shall be a rov the ENGINEER in advance of construction. PP ed by C. These specifications are intended to give a general description of what is required, but do not purport to cover all of the structural design details which will vary in accordance with the requirements of the equipment as offered. It is, however, intended to cover the furnishing, shop testing, delivery, and complete installation of all precast structures whether specifically mentioned in not. these specifications or D. The supplier of the precast manholes, wet wells, valve pits, meter pits, and accessory items shall coordinate his work with that of the CONTRACTOR to the end that the unit will be delivered and installed in the excavation provided by the CONTRACTOR, in accordance with the CONTRACTOR's construction schedule. E. Coordinate the precast structures fabrication with the equipment supplied achieve the proper structural top slab openings, spacings, and related dimensions for the selected equipment frames and covers. The top slabs, frames, covers, and subsurface structures shall be capable of supporting a live load of 150 pounds per square foot. - 1.2 SUBMITTALS A. Submit to the ENGINEER, as provided in the General Conditions, shop drawin s showing details of construction, reinforcing and joints. g B. Shop Drawings 1. Content a. Dimensions and finishes b. Estimated camber C. Reinforcing and connection details COLLIER COUNTY Section 03410 TECHNICAL SPECIFICATIONS PRECAST CONCRETE STRUCTURES Page 1 of 6 16 �2 d. Anchors e. Lifting and erection inserts f. Other items cast into members 2. Show location of unit by same identification mark placed on member. 3. Include design calculations. C. Manufacturer's Literature: Manufacturer's recommended installation instructions. D. Manufacturer's certificates of material conformance with specifications. E. Test. Reports: Reports of tests on concrete. F. Testing 1. Manholes and Valve Vaults: Four fo4each typeeof precast structure taken for every 50 cubic yards (cu. yd s) n for each 2. Pump Stations: Four (4) concrete test cylinders shall be shall be taken for pump station wet well. Four (4) concrete test cylinders each pump station's top and bottom slabs. 3, Certification: The supplier shall provide herein. certified andom test cylinders may be 28 day) for the test cylinders stated her taken at any time by the ENGINEER at the COUNTY's expense. 1.3 INSPECTION A. The quality of all materials, the process of manufacture, and the finished sections approval by the ENGINEER, or other shall be subject to inspection and aPP be made at the place of representatives of the COUNTY. Such inspection may manufacture, or at the site after delivery, account of facture to meet any of the be subject to rejection at any time o have been Specification requirements; even though off manufacture. Sections rejected after accepted as satisfactory at the p delivery to the job shall be marked for ideer t� eta °ed after delivery l w be rejected, job at once. All sections which have be g permitted and accepted by and if already installed, shall be repaired, if p ENGINEER, or removed and replaced, entirely at the CONTRACTOR's expense. B. At the time of inspection, the sections will be carefully examined n the° mpliance with ASTM C478 designation and these Specifications, a manufacturer's drawings. Ah�� sections blisters, scra , roughness, soundness appearance, etc The imension, "scratch-strength", surface shall be dense and close - textured. Section 03410 PRECAST CONCRETE STRUCTURES z of 6 COLLIER COUNTY TECHNICAL SPECIFICATIONS 16 r,? C. Imperfections may be repaired, subject to the approval of the ENGINEER demonstration by the manufacturer that strong and ,after Repairs shall be carefully inspected before final approval. Cement mortar used for repairs shall have a minimum compressive strength of 4,000 .psi at the end of 7 days and 5,000 psi at the end of 28 days, Epoxy mortar may be utilized for repairs subject to the approval of the ENGINEER. PART 2 PRODUCTS 2.1 PRECAST CONCRETE WET WELLS AND VALVE VAULTS A. Precast submersible pump station wet wells shall consist of precast base, precast wet well sections, and top cover slab. Precast valve vaults shall consist of precast base, sidewalls and top slab. Concrete shall be air entrained at the time of delivery and shall have a minimum compressive strength of 4,000 psi at the end of 28 days. B. Joints between precast concrete sections shall be set by plastic shims and fitted with non - metallic non- shrink grout as shown on the drawings. C. The top slab sections shall be fitted with watertight hatches. The frames and covers will be sized for the openings shown on the drawings. D. The various precast sections should have the inside dimensions and minimum thickness of concrete as indicated on the drawings. All precast and cast -in -place concrete members shall conform to the Building Code Requirements for Reinforced Concrete ACI 318. E. A vent pipe shall be furnished and installed as shown on the drawings. F. Fillets shall be provided and installed in the wet wells as shown on the drawings. G. Precast structures shall be constructed to the dimensions as shown on the drawings and as specified in these Specifications. H. Type II cement shall be used except as otherwise approved. I. The date of manufacture and the name or trademark of the manufacturer shall be clearly marked on the inside of each precast section. J. Sections shall be cured by an approved method and shall not be shipped until the minimum 7 -day compressive strength has been attained. K. Each pre -cast section manufactured in accordance with the drawings shall be clearly marked to in the intended pump station installation location. The COLLIER COUNTY CONCRETE STRUCTURES TECHNICAL SPECIFICATIONS PRECAST C - Page 3 of 6 2.2 16 C ? CONTRACTOR shall be responsible for the installation of the correct pre -cast sections in their designated pump statior.Hesekions, L. Paint all exterior surfaces with two coats of coal tar bitu coa coated with coat co be 9 mils each. All interior surfaces of valve vaults shall b e coal tar epoxy (9 mils each). PRECAST CONCRETE SECTIONS FOR CIRCULAR WET WELLS A. Wet wells shall meet the requirements of ASTM 0478, Specification for Precast Reinforced Concrete Manhole Sections, with the exclusion of Section 10(a), except as modified herein. Cement shall meet the Concrete shall of AS M C150 -74, Specification for Portland Cement, Typ e minimum requirement for 4000 psi concrete. Minimum wall thickness shall be 8 inches or 118 the inside manhole diameter as shown, whichever is greater. The repaired minimum strength of concrete shall be confirmed by making and testing three standard cylinders at seven days. Rings shall be custom made with openings to meet indicated pipe alignment conditions and invert elevations. Submit shop drawings, consisting of manufacturers' standard details of various sections for approval prior to placing order for wet wells. Drawings of individual wet wells showing invert-- elevations, pipe sizes and similar details will not be required. B. Joints Form joint contact surfaces with machined castings. n tongue equipped with a p roper parallel with nominal 1116 inch clearing and the g recess for the installation of an O -ring rubber gasket. Gaskets shall meet the requirements of Specification for Joint for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets. "RAM -NEK" sealing compound conforming to Federal Specification SSS -00210 (GSA -FSS), Sealing Compound, Preformed Plastic, for Expansion Joints and Pipe Joints may be used in lieu of O -ring rubber gaskets. If joints are sealed with "RAM -NEK" sealing compound the recess in the tongue for an O -ring gasket may be omitted. C. Wet'Well Liners and Coatings Coat or line the interior of all wet wells with one of the following COUNTY approved systems: 1. SewperCoat Lining System 2. IET Coating System nce- with Furnish, install, test and inspect liners and coating in a co dan 02608 manufacturer's recommendations, and in accordance "Concrete Coatings ". Extend coating and liner and seal onto wet well hatch frame, around pipe openings and other protrusions to prevent contact of wet well surface Section 03410 PRECAST CONCRETE STRUCTURES COLLIER COUNTY e 4 of 6 TECHNICAL SPECIFICATIONS 16 c� with corrosive sewer gases. Provide factory or field applied bituminous or epoxy sealer exterior coatings. If exterior coating is factory applied, CONTRACTOR shall provide field touch -up as required. 2.3 . PIPE CONNECTIONS AT STRUCTURES A. Where pipes are to extend into or through structures from the exterior; provide flexible connections (mechanical or push -on type joints) at the exterior wall face. B. For- pipes passing through structural walls, install wall pipes with water sto s where the location is below the surface of the round or at an p levels will exceed that elevation. Neoprene sleeves with watertightncau king fl 316 Series SS stainless steel clamps will be suitable at other locations. PART 3 EXECUTION 3.1 INSTALLATION A. Control ground water to provide firm, dry subgrade for the structure, and prevent water rising on new poured in place concrete or grouted joint sections within 24. hours after placing. Guard against flotation or other damage resulting from ground water or flooding. B. Place a 12 -inch layer (minimum thickness) of crushed stone 1 under Section 02223 as a foundation for the wet well base slabs, valve piitts, and meter pits. C. Provide backfill material around the wet well and above the pipe bedding as specified in Section 02223. D. Precast bases, conforming to all requirements of ASTM C478 and above listed requirements for precast sections, may be used. Set the base in place.on a thoroughly compacted crushed stone sub -base and adjust grade for the correct structure elevation. E. Do not set the station into the excavation until the installation procedure and excavation have been approved by the COUNTY. F. The base may be cast -in -place concrete as specified in Division 3, placed on a thoroughly compacted crushed stone sub -base. Shape the tops of the cast -in -place bases to mate with the precast barrel section, and adjust in grade so that the top slab section is at the approximately correct elevation. G. Set the precast concrete structure sections so as to be vertical and with sections in true alignment with a 3 inch maximum tolerance to be allowed. Fill the outside and inside joint with a non - shrink grout and finish flush with the adjoining surfaces. COLLIER COUNTY TECHNICAL SPECIFICATIONS PRECAST CONCRETE STRUCTURES Page 5of6 �6 �2 Allow joints to set for.24 hours before backfilling. Backfill in a careful manner, caulk the bringing the fill up evenly on all sides. If leaks thenENG1NEEReS, In tall the inside joints with lead wool to the satisfaction precast sections in a manner that will result in a watertight joint. H. Plug holes in the concrete sections required for handling or other purposes with a non - shrinking grout or by grout in combination with concrete plugs. ing I Where holes must be cut in the p� ora o sections etti�g them in place attvpprevent ttany - shall be done by core drilling p _ subsequent,jarring which may loosen the. mortar joints. END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS . Section 03410 PRECAST CONCRETE STRU P 9 6 of 6 SECTION 05540 METAL CASTINGS PART.1 GENERAL 1.1 SUMMARY A. Section Includes: Miscellaneous ferrous and nonferrous castings. 1. This classification includes wheel guards, valve boxes, manhole frames and covers, manhole steps, stop plank grooves, brackets and supports for piping and gutter inlets, floor drains, cleanouts and special malleable iron castings and inserts. 1.2 REFERENCES A. Codes and standards referred to in this Section are: 1 • ASTM A 27/A27M - Specification for Steel Castings, Carbon for General Applications 2. ASTM A 47 , Specification for Ferric Malleable Iron Castings 3. ASTM A 48 - Specifications for Gray Cast Iron Castings 4. ASTM A 148/A148M - Specifications for Steel Castings 5. ASTM A 536 - Specifications for Ductile Iron Castings 6. ASTM B 26/1326M -'Aluminum 7. ASTM B 148 - Aluminum Bronze Sand Castings 8. ASTM B 584 - Manganese Bronze PART 2 PRODUCTS 2.1 WORKMANSHIP A. Provide castings accurately made to the approved dimensions, and plane or g rind castings where marked or where otherwise necessary to secure flat and true surfaces. Make allowance in the patterns so that the specified thickness is not re- duced. Provide manhole covers which conform to the details shown and which are true and seat at all points. Supply castings showing the name of the COLLIER COUNTY TECHNICAL SPECIFICATIONS . Section 05540 METAL CASTINGS Page 1 of 2 manufacturer and the country of manufacture castings will be permitted. C No plugging or welding o defective 2.2 WEIGHTS d on A. Reject castings with a weight which is less than the theoretical facilities weight t based for required dimensions by more than 5 . percent. Pro weighing castings in the presence of the ENGINEER, or furnish invoices showing true weights, certified by the supplier. PART 3 EXECUTION 3.1 INSTALLATION A. Erect all castings to accurate grades and alignment, and hen placing in concrete carefully support castings to prevent movem ent 9 3.2 PAINTING A. Deliver all manhole castings to the job s� nun unpainted. frames and covers clean metal castings thoroughly before painting. Give and valve boxes one coat of primer and two coats of an approved asphaltum varnish or other approved coating at the point of manufacture. Paint all other castings as specified in the Collier County Standard Details. . END OF SECTION COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 05540 METAL CASTINGS Page 2 of 2 SECTION 1.3510 PUMPING STATIONS PART 1 GENERAL 1.1 SCOPE OF WORK 16 C *__ '1 el A. This section includes the following items: wet wells, valve vaults, access covers, PUMPS, wet well equipment, valves, emergency bypasses, pump control panels, PUMP controller /RTU, antenna subsystem, disconnects, electric meters,. electric service, pump wiring, lightning arrestors and pre - engineered biofiltration odor control system. B. Conform all pumping stations to the specifications and Utility Detail Drawings. C. For systems eligible to be taken over by the COUNTY, provide enough room to operate and maintain all water and wastewater systems in a simple and non- awkward manner. If a master meter or a pumping station pump needs to be replaced, provide enough room for the COUNTY to readily remove the pump, and to do so without interfering with traffic. In order to be eligible for conveyance to the COUNTY, the pumping station easement area must be designed to 30'X30', or twice the depth by twice the depth, whichever is larger, as defined in the Collier County Standards and Procedures Ordinance, Subsection 7.7(c), as amended or superceded. D. Schedule required COUNTY inspections of (1) pumping station installation prior to cover -up and (2) pumping station start-up. E. Install all fencing around the pumping station in accordance with Section 02830. PART 2 EQUIPMENT 2.1 MATERIALS A. Wet Weil: The concrete structure shall consist of precast, reinforced sections conforming to ASTM C76 and /or ASTM 0478. 8 -foot diameter wet wells shall have a minimum wall thickness of 8 inches. Wall thickness for larger wet wells shall conform to ASTM standards for wall thickness, but shall not be. less than 8 inches in any case. The minimum inside diameter for all wet wells eligible to be owned and maintained by Collier County shall be 8 feet. As a deviation, a 6 -foot diameter wet well can be utilized if the ENGINEER can demonstrate that the wet well is sufficient hydraulically and the developer. can demonstrate that the pumping station shall be used for the perpetual and exclusive use of that particular development. For Pumping stations that will not be owned and maintained by Collier County, the ENGINEER shall set the design specifications for the wet well, provided such design COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 13510 PUMPING STATIONS Page 1 of 6 a '16 does not in any way endanger the healtht safety and/or welfare of the public. Base riser section shall be monolithically cast wh the strength All of 4000 concrete psi atlltwe twenty Type 2 cement and have a minimum eight (28) days. On new construction, if more ell one hole section. Reinforcing ng steel required to be cemented in, provide a new for all wet well structures should be sized by the t for gravity piping shall be be the ENGINEER. All connections to the double coat all equal to those for manholes ae c� exterior surfaces with an acceptable bituminous ' Factory or epoxy sealera minimum of 18 mils thick. Sea{ all riser joints utilizing Rorcem eent and opasiab thickness'shall bituminous or rubber sealing material. R i Minimum be specified by the design ENGINEER inches. Typical s�tandardsllfo�r wet wells are reinforced- slab thickness shall be 8 available in the Collier County Standard. uctues to overcome Details. ENGINEER buoyancy forces exerted responsible for designing all wet well s exerted on the installed structure. Coat all wet with Section with an acceptable field applied IET or Sewpercoat coating in accordance B. Valve Vault: The vault wall may be poured -in -place concrete or pre -cast concrete. All concrete shall utilize Type 2 cement and have mi minimum slab compressive be strengt of 4000 psi at twenty eight (28) days. A cone ickness Minimum slab thickness shall be 8 inches. for H 20 loading en al cases. sVaulthshafl be shall be as specified by the ENGINEER etween vault and located as close to the wet well as possible - vaultto the wet well shall be required. wet well shall exist. Gravity drains from the by All such drain lines shall terminate with a "TCOUNTY approved equivalentctFa �ory Red Valve Co., Inc., Longwood, Florida or h an double coat all interior and exterior vaults (minimum 18 interior urfaces mils the valve'tvault acceptable bituminous or epoxy sealer. Coat all with an acceptable field applied IET or Sewpercoat coating in accordance ra with Section 02608. Vault must be pounless fieldtcondit ons di t to otherwise agnd the sewer line entering the wet well, u COUNTY has granted prior approval. Enclose all tees, elbows and fittings transitioning the pumping station discharge piping into the force main running from the station within the vault walls. Vault i�r ithinrthe sizing vaulthalTy�fcal adequate vault maintenance and repair of all components standards are located in the Collier County de Standard t dpipetc'onnections foromanholes through the valve vault walls shall be ma q as discussed in Section 02607. The annular space around the boots shall not be grouted when the piping work is completed. C. Pumps: Sewage pumps shall be manufactured by Flyg t , or equivalent as approved by the Collier County Wastewater Difetem eraturealnoie exceeding submersible 15 degrees suitable for operation in sewage o temperature systems for master pump Fahrenheit. The use of flooded suction type pumping y must be roved by the stations may be considered ons submittal of constructionddocuments. Pump head Wastewater Director prior t Section 13510 PUMPING STATIONS COLLIER COUNTY page 2 of 6 TECHNICAL SPECIFICATIONS 16 C 2 curves and design specifications for each application proposed shall be submitted for review and approval within the ENGINEER's hydraulic design report. All pumps shall be three -phase unless approved by a Utility Deviation Form. At least one (1) pump in each wet well shall be equipped with a mix -flush system consisting of a Flygt 4901 Flush Valve or COUNTY approved equivalent. D. Access Covers: Access covers for pumping station wet wells and valve vaults shall be above the 100 -year flood elevation unless the structure is located within a documented velocity and tidal flood zone, and elevation differentials prohibit such installation. In such cases, watertight access covers shall be utilized. The ENGINEER shall provide shop drawings of such access covers for review and approval by THE COUNTY prior to use. Access covers shall be constructed of diamond plate aluminum sheets and aluminum structural members. All access covers shall be attached to aluminum angle frames with stainless steel hinges and fasteners. Angle frames shall be firmly anchored into the top concrete stab of the structure. All access covers shall be equipped with a ratchet -type restraint mechanism to prevent accidental closing of the cover and torsion bar or spring assist type openers. Assist openers shall be manufactured of stainless steel. Covers located in non - traffic areas shall be designed for loadings of not less than 160 pounds per square foot. Access covers located in traffic or potential traffic areas shall be designed for H -20 loadings. If found to be acceptable by the COUNTY, a system of 6 inch diameter concrete filled bollards may be substituted for the H -20 rated covers. A layout of such guard posts must be submitted to the COUNTY for approval prior to installation. E. Wet Well Equipment: All pump discharge piping shall be ductile iron pipe, pressure Class 250 and shall be in conformance with pipe utilized for wastewater force mains. All fittings shall be ductile iron flange /flange or Uni- Flange connections and shall be coated identically to wastewater force main fittings. All fittings shall have flange x flange or Uni - Flange connections. All nuts, bolts, fasteners, brackets, pump guide rails and other hardware located inside the wet well shall be 304 stainless steel. A 4 inch screened vent shall be provided on all installations, with the vent pipe extended above the top of the Control Panel. F. Valves: Discharge piping for each pump shall be equipped with a weighted check valve and plug valve. A three way plug valve, equipped with a quick coupling, as manufactured by DeZurik, Millikan or a COUNTY approved equivalent, may be substituted for one plug valve to provide a means of emergency bypass access to the wastewater force main as required. Valves shall be supported on masonry or concrete piers. G. Emergency Bypass: A 3 -inch emergency bypass connection shall be provided down- stream from the in -line discharge piping valves. The connection shall lie within the vault, be readily accessible, and be equipped with a plug -type isolation valve and 3 inch male Kamlock type quick coupling and cap. A three -way plug valve may be equipped with the quick coupling in lieu of the separate emergency bypass. Section 13510 COLLIER COUNTY PUMPING STATIONS TECHNICAL SPECIFICATIONS Page 3 of 6 16 C, H. Pump Control Panel: Pump control panels shall be manufactured by Quality Control, Inc. and shall conform to Model No. 3825 for three phase operations, and Model No. 1825 for single phase operations. Panel enclosure construction shall be equal to a NEMA 4X with 3 -point latch and utilize stainless steel. Panel door shall open away from wetwell and not towards wetwell hatch to ensure safety during maintenance of wetwell and panel. To ensure proper installation of Control Panel, contact the Wastewater Department prior to rough -in or installation of Control Panel, for a pre - construction meeting with respective Wastewater Collections Personnel. Control panels shall be mounted on two 6 inch by 6 inch precast concrete posts. All mounting bars, nuts, bolts, etc. shall be stainless steel. Pump Controller / RTU: Provide a pump control panel including a TAC Pack TCU (RTU), as manufactured by Data Flow Systems, Inc, for pump controlling purposes. At a minimum, the TAC Pack TCU shall include an integrated 2 Watt digital radio, a back -up battery, a manufacturer's prefabricated wire harness, and all manufacturer recommended surge protection. The TAC Pack TCU shall incorporate three on- board fail -safe HOA switches and Triplex/Duplex/Simplex configurable operation mode. An on -board 240 VAC or 460 three phase monitor shall be provided. The Alarm light and bell shall be activated by the TAC Pack TCU and the external push- button alarm silence switch shall be wired into the TAC Pack TCU. The TAC Pack TCU shall incorporate an on -board 4 by 20 character LCD display for elapsed runtime of each pump. J. Antenna Subsystem: Provide a high gain RTA209 Yagi Antenna, as manufactured by Data Flow Systems, Inc, for use to transmit and receive TAC Pack TCU data to and from the COUNTY's existing TAC II SCADA server. Antenna shall utilize all welded- aluminum elements. Element connections utilizing nuts and bolts are not acceptable. Antenna shall have a single radiator element connected to a type N female connector. Antenna shall be supported on a mast/pole and have DC grounding for lightning protection. Antenna mounting hardware shall be made of stainless steel. Antenna shall meet or exceed the quality, reliability and performance of the RTA series as provided by Data Flow Systems, Inc. Antenna mast/pole shall be a 21foot by 1.25 inch SCH80 galvanized pole. Mounting of the antenna mast/pole shall be in accordance with all applicable local and state building codes as they pertain to structural strength and wind velocity requirements. Tower shall meet or exceed the quality and reliability of the AG20 manufactured by Rohn. Coaxial cable shall be RTC 400 as supplied by Data Flow Systems, Inc. Type N connectors shall be utilized at both ends of the coax. Type N connectors shall be sealed with 3 inch sections of Alpha FIT321 -1 -0 sealant shrink tubing. Coaxial cable shall be secured to the mast/pole with E.V.A. - coated 316 stainless steel cable ties. Cable ties shall meet or exceed the quality, reliability and performance of AE112 cable ties manufactured by Band -It. K. Disconnect: A non -fused disconnect shall be provided to isolate the pump control panel. Disconnect shall be installed on the service line between the electric meter and control panel, and shall be lockable in the "ON" or "OFF" position. Disconnects shall be housed in a NEMA 3R, stainless steel enclosure or better. Section 13510 COLLIER COUNTY PUMPING STATIONS - TECHNICAL SPECIFICATIONS Page 4 of 6 16 C ? L. Electric Meter: The electric meter servicing the pumping station shall be located adjacent to the pump control panel, and shall be located and wired so as to service only the pumping station facility. M. Electric Service: All underground electric services shall be fully conduited in 2 -inch diameter Schedule 80 PVC pipe from the power company source point to the pump control panel. The maximum length of the electric service from the power company transformer to the pump control panel shall be 200 feet. One spare conduit shall be provided and terminated in the meter. Only copper service wire shall be utilized. Sizing of the service wire shall be: verified with the power company and the extent and location of the service shall be indicated on the record drawings. The CONTRACTOR shall certify that the voltage drop across the service does not exceed five percent (5 %) of the power company's line voltage at -full load start-up of the pumping .station pumps. All pumping stations shall have minimum 100 -amp service. All electrical components shall be located within the COUNTY right -of -way or County Utility Easement (CUE). N. Pump Wiring: Power wiring for each pump, from the control panel to the wet well shall be conduited in separate 2 inch diameter Schedule 80 PVC pipe and an appropriately sized seal lock fitting shall be installed on each line. A spare parallel 2- inch PVC pipe conduit from the panel to the wet well shall be provided. All wire shall be stranded THHN or MTW copper wire. Total of angle bends shall be 180 degrees or less. All conduits between wetwell and control panel shall not exceed a total of 180 degrees of bends per- run. All service conduits shall be 27 Schedule 80 PVC except where noted. O. Lightning Arrestors: All pumping stations shall be equipped with lightning arrestor(s). The lightning arrestor shall be manufactured by Square D and shall be installed externally on the load side of the disconnect, between the disconnect and the main breaker. The penetration through the disconnect must be made below the working mechanism of the disconnect. The lightning arrestor for three phase will be part number SDSA -3650 and for single phase will be part number SDSA -1175. P. Pre - Engineered Biofrltration Odor Control System for Master and Submaster Pumping Stations: Furnish and install a pre- engineered biofiltration odor control system including all appurtenances necessary for a complete installation. 1. The following components of the biofiltration odor control system shall be furnished by the specified manufacturer of the biofiltration odor control system and installed by the CONTRACTOR: a. Biofiitration odor control units b. Moisture integrator bubblers C. Moisture separators d. Odor control system blower e. Odor control system electrical control panel COLLIER COUNTY TECHNICAL SPECIFICATIONS Section 13510 PUMPING STATIONS Page 5 of 6 16 C �; f. Carbon Vessel 2. The following components of the biofiltration odor control system shall be fumished and installed by the CONTRACTOR: Connecting odor control air pipe, fittings, valves, and accessories a. Odor control system water supply pipe, fittings, valves, and accessories b. Odor control system drain pipe, fittings, valves, and accessories C. Piping support 3. Other work required to complete the biofiltration odor control system shall be performed by the CONTRACTOR and shall include, but is not necessarily limited to, the following: a. Conduit, wiring, and other field electrical work; b. Excavation, backfill, grading, and site restoration; C. Concrete foundations, supports and related work; and d. Masonry work required for a complete odor control system. 4. The biofiltration odor control system shall be designed in accordance with generally accepted criteria and shall meet all requirements of the State of Florida Department of Environmental Protection. The following minimum design parameters shall be incorporated into the design of the biofiltration system. a. Duty: Continuous b. Ambient Environment: Outdoor C. Ambient Temperature Range: 20 °F to 120 °F d. Ambient Relative Humidity: 10% to 100% e. Project Site Elevation: 7 feet to 10 feet above MSL f. Service: Odorous air containing hydrogen sulfide, mercaptans and other gases from raw wastewater. g. Design Air Flow and head : 300 scfm at a vacuum of 27 inches WG h. Average Influent H2S Concentration: 50 ppm i. Maximum Influent H2S Concentration: 250 ppm j. Required Effluent H2S Concentration: Greater than 99% removal, or less than 1 ppm H2S, whichever is less PART 3 EXECUTION Not Used END OF SECTION Section 13510 COLLIER COUNTY PUMPING STATIONS TECHNICAL SPECIFICATIONS Page 6 of 6 SECTION 13511 TELEVISING AND INSPECTION OF GRAVITY SEWER SYSTEMS PART 1 GENERAL 1.1 1.2 0 0 16 C2 DESCRIPTION OF WORK Work specified herein: Furnish all labor, tools, test equipment and materials, including any and all permits required to televise, inspect, video tape, still photograph and document the gravity wastewater collection systems. QUALITY ASSURANCE Utilize services of competent personnel in the field of TV /video inspection of wastewater collection systems. Schedule all work with ENGINEER. C. Equipment used shall be in good working order and provide continuous operation during 7V /video tape inspection. D. VHS videotapes shall be of good visual quality capable of slow motion and pausing without significant reduction of visual quality. 1.3 SUBMITTALS A. Submit to the COUNTY a list of equipment and materials to be used on the project, including all permits obtained prior to commencing with the Work. B. Submit to the COUNTY a copy of all television inspection log sheets and VHS videotapes completed. PART 2 MATERIALS 2.1 GENERAL A. Equipment used shall be designed for use in gravity wastewater collection systems. CONTRACTOR has the option of an approved equal - device or other material than that which is specified. Submittals are required prior to commencement of work. Section 13511 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 1 of 4 2.2 TELEVISION CAMERA A. Camera used shall be 360 degree COLOR RVC camera. Camera shall be operative in 100% relative humidity and be specifically designed for the environment. Camera shall have an integral lighting system capable of producing clearly focused, well - defined images of the entire periphery of the pipe. The quality of video picture and definition provided shall be to the satisfaction of the ENGINEER and, if unsatisfactory, equipment shall be removed and replaced with satisfactory equipment. 2.3 MONITOR 2.4 2.6 2.6 A. A high resolution TV monitor screen shall be used. Quality of monitor shall be to the satisfaction of the COUNTY. VIDEO TAPE EQUIPMENT A. Furnish videotape equipment to provide a visual and audio recording of all areas in the pipe. Videotape system at the site shall be capable of rewind, play back, slow motion and stop motion. The videotape shall be 1/2 -inch color VHS, with an audio channel for clearly recording the camera locations and operator observations (cracks, leaks, service connections, etc.). The system shall continuously indicate distance, in feet, from manhole to manhole and the manhole -to- manhole run numbers on the video recording. WINCHES A. Furnish variable speed powered remote controlled winches for upstream and downstream manhole locations to control two -way movement of the camera. If a self - propelled camera is used, winches are not necessary. POWER SUPPLY A. Power supply shall be continuous. If night operations occur, supply all labor, power and lighting equipment for operations, traffic safety, permits, etc. PART 3 EXECUTION 3.1 GENERAL A. All sanitary sewer gravity lines shall be televiewed at the CONTRACTOR's expense; and a videotape of the subject mains provided prior to preliminary acceptance and at the 1 -year warranty inspection by Collier County Utilities. Televiewing may only occur after the stabilized subgrade has been installed and satisfactory density tests have been submitted to Collier County Utilities. The sewer video inspection shall include rotating the camera lens to inspect the interior of each sewer lateral. Section 13511 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 2 of 4 3.2 16 C 2 B. Demonstrate the ability of the TV /video equipment (camera /light/video tape /audio / photograph system) to the satisfaction of the COUNTY. Distance meter shall be furnished on the video tape recording. Meter shall be checked using distances. between manholes. Meter distances and actual distances shall be consistent. TELEVISING /INSPECTION A. Inspection shall be done one manhole section at a time. Stop flow into the section being inspected prior to video inspection, unless otherwise approved in writing by the COUNTY. B. Locate video vehicle on upstream side of manhole. Video tape in the downstream direction such that camera movement is with the flow. C. Insert the camera in the upstream manhole after flow restrictions required have been accomplished. Flow into the system being inspected shall be stopped, with the exception of service laterals into the system being inspected. Move camera through the pipe lines at a moderate speed not exceeding 30 feet per minute. Stop camera at locations where one or more of the following conditions is observed: 1. Infiltration /inflow sources. . 2. Service Laterals. 3. Structural defects including broken pipe; collapsed or collapsing pipe, cracks, deterioration, punctures, etc. 4. Abnormal joint conditions such as misalignments, open joints and joints not sealed. 5. Unusual conditions such as root intrusion, protruding pipes, in -line pipe size changes, mineral deposits, grease and obstructions. D. Stop camera long enough for a thorough visual inspection of the conditions. All such conditions as specified above shall be audio recorded on videotape and the inspection log sheet. Move the camera and rotate to obtain optimum view of the conditions. If requested by the COUNTY's representative, view problem areas in the opposite direction by pulling the TV camera from the opposite direction at no additional cost to the COUNTY. E. While the camera is stopped at each service connection, rotate the camera so as to be able to view the service connection for a length of time that enables a good visual inspection of the service connection for damage and infiltration. Be responsible for measurements such as service lateral locations, if used for subsequent rehabilitation work. F. When, during the inspection operation, the television camera will not pass through the entire section, set up equipment so that the inspection can be performed from the opposite manhole at no additional cost to the COUNTY. Section 13511 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 3 of 4 E 3.3 DOCUMENTATION A. Furnish a detailed report and videotapes of the system inspected. The minimum information supplied shall be the following: 1. Name and address of CONTRACTOR and the ENGINEER. 2. Name of OWNER, system(s) inspected, and OWNER's representative, involved. 3. Log reports: a. Log sheet for each section of pipe b. Separate line for each deficiency and location C. Corresponding videotapes and location of each section of pipe and deficiencies on tape. 4. Video tapes shall be labeled with the following information: a. System that is video taped (street name and manhole to manhole numbers) and log report number corresponding to video tape b. Date video was taped C. CONTRACTOR's name and representative d. OWNER's name B. All tapes shall be rendered unable to be taped over after they are completed. 3.4 MAINTENANCE OF TRAFFIC A. Be responsible for all maintenance of traffic around work site. CONTRACTOR shall maintain traffic in accordance to all federal, state and local regulations. At no additional cost to the COUNTY, submit a Maintenance of Traffic Plan, for review and approval by Collier County DOT as necessary, prior to commencing work. Obtain- all necessary permits prior to commencing work, at no additional cost to the COUNTY. B. MOT shall also include construction and maintenance of any necessary detour facilities, furnishings, installing and maintaining of traffic control and safety devices during construction, control of dust, and any other special requirements for safe and expeditious movement of traffic around or through the work site. C. Be responsible for coordination with all affected agencies when roadways will be closed or traffic will be detoured. No detours or roadway closings shall be permitted unless specifically approved in writing by the COUNTY or ENGINEER. END OF SECTION Section 13511 COLLIER COUNTY TELEVISING AND INSPECTION OF TECHNICAL. SPECIFICATIONS GRAVITY SEWER SYSTEMS Page 4 of 4 16 C2 SECTION 15100 WATER VALVES AND APPURTENANCES PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required and install complete and ready for operation all valves and appurtenances as shown on the Drawings and as specified herein. 1.2 REFERENCES A. Codes, specifications, and standards referred to by number or title form a part of this Section to the extent required by the references to codes, specifications, and standards. Latest revisions, as of the date of bid opening, apply, unless otherwise noted on the Drawings or specified in this Section. B. Standards Designation Title ANSI /AWWA Rubber - Gasket Joints for Ductile -Iron and C111/A21.11 Gray -Iron Pressure Pipe and Fittings ANSI /AWWA Gate Valves C500 ANSI /AWWA C509 ANSI /AWWA C512 ANSI /616.1 ANSI /B 16.3 ANSI /616.5 ASTM A276 ASTM A231 COLLIER COUNTY TECHNICAL SPECIFICATIONS Resilient- Seated Gate Valves 3 through 12 NPS, for Water and Sewage Systems Air Release, Air/Vacuum, and Combination Air Valves for Waterworks Service Cast Iron Pipe Flanges and Flanged Fittings, Class 125 Malleable Iron Threaded Fittings, Class 150 and 300 Pipe Flanges and Flanged Fittings, Steel Nickel Alloy and Other Special Alloys Specification for Stainless and Heat- Resisting Steel Bars and Shapes Specification for Steel Casting, Austenitic, for High - Temperature Service - Section 15100 WATER VALVES AND APPURTENANCES . Page 1 of 10 46 C2 ASTM A743 Specification for Castings, Iron- Chromium, Iron- Chromium - Nickel, and Nickel -Base Corrosion- Resistant for General Application MSS SP -60 Connecting Flange Joint Between Tapping Sleeves and Tapping Valves 1.3 DEFINITIONS A. References to valve sizes on the Drawings and in the Specifications are intended to be nominal size, and shall be interpreted as nominal size. 1.4 SUBMITTALS A. General: as specified in: 1. General Conditions; 2. Supplementary General Conditions; 1.5 QUALITY ASSURANCE A. Testing: Test valves as specified in this Section. PART 2 PRODUCTS 2.1 GENERAL: A. All valves and appurtenances shall be of the size shown on the Drawings and as far as possible all equipment of the same type shall be from one manufacturer. B. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. 2.2 MANUFACTURES A. U.S. Pipe, Clow, American Darling, Kennedy, Mueller, Ford or equal by U.S. manufacturer.. 2.3 DESIGN A. . Resilient, Wedge or Gate Valves and Boxes 1. Valves for pipe less than 2 inches in diameter shall conform to the requirements of AWWA C509 (latest revision) and shall be cast iron, single wedge, non - rising stem, screwed bonnet, 125 pounds S.P., 200 pounds W.O.G with stuffing box repackable under pressure and all parts renewable. Ends shall be as shown or indicated on the drawings. Air release line Section 15100 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 2 of 10 16. C 2 valves, bacterial sampling station line valves and curb stops shall be Mueller Mark 11 Oriseal or approved equal. Corporation stops shall be Mueller H10045 or approved equal and ball valves shall be Ford Brass Ball Valves or an approved equal. 2. Resilient, wedge or gate valves 2 inches in diameter and larger shall be cast or ductile iron body, non - rising stem, bronze mounted gate valves, mechanical joint conforming to requirements of the AWWA Standard C509 and shall be provided with a 2 inch square operating nut with the word "open" and an arrow cast in the metal to indicate direction. Valves shall be resilient, wedge, or gate type and shall turn to the left (counter clockwise) to open. The wedge or gate shall be cast iron or ductile iron per ASTM A536, minimum 65,000 -psi strength and, completely encapsulated with urethane rubber, permanently bonded to the wedge or gate to meet ASTM test for rubber metal bond, ASTM D429. The valve stems for non - rising stem assemblies shall be cast bronze with integral collars in full compliance with AWWA. OS & Y stems shall be on bronze bar stock. The NRS stem stuffing box shall be the O -ring seal type with two rings located above thrust collar; the two rings shall be replaceable with valve fully open and subjected to full rated working pressure. The minimum safe working pressure shall be 200 psi. 3. There shall be two low torque thrust bearings located above and below the stern collar. The stem nut shall be independent of wedge and shall be made of solid bronze. There .shall be a smooth unobstructed waterway free of all pockets, cavities and depressions in the seat area. The body and bonnet shall be coated with fusion - bonded epoxy both interior and exterior. Each valve shall have the manufacturers name, pressure rating and year manufactured cast on body. The valve shall be designed and tested to be opened and closed under a differential pressure of at least twice the working pressure. B. Valves for Buried Service 1. Valves for buried service shall meet all the requirements as specified herein for interior except that buried valves shall have mechanical joint ends. 2. All buried valves shall have cast -iron three -piece valve boxes, valve boxes shall be provided with suitable heavy bonnets to extend to such elevation at the finished grade surface as directed by the ENGINEER. The barrel shall be two - piece, screw type. The upper section shall have a flange at the bottom having sufficient bearing area to prevent settling, shall be designed so as to prevent the transmission of surface loads directly to the valve or piping, and shall be complete with cast iron covers. Covers shall have 'WATER" cast into the top. The covers shall be so constructed as to prevent tipping or rattling. All valve boxes located in paved roadways or sidewalks shall have locking covers. Valve boxes shall be Model 461 manufactured by Tyler /Union or approved equal. Section 15100 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 3 of 10 3. Where valves are located out of pavement, the boxes shall be adjusted to .finished grade with a concrete collar as shown in the Details. 4. Valve boxes shall be of the heavy duty, traffic bearing cast iron, adjustable screw type with a drop cover. The valve box assembly shall. consist of a bottom section, top section and cover which is- cast from gray iron, formulated to ASTM specification A-48 latest revision, class 30 minimum and shall be free from blowholes, shrinkage or other imperfections not true to pattern. The shaft size shall be 5 1/4" and the adjustable length shall be from 18" to 36 ". The wall thickness shall be 3/16" + 1116 ". The weight of the assembly shall be 61 pounds ± 2 pounds, with the cover weight being a minimum of 12 pounds. 5. The name of the manufacturer and foundry of origin shall be cast into each of the components of the assembly in legible form. The assembly shall be suitable for highway traffic wheel loads of 16,000 pounds and shall withstand a proof load test of 25,000 pounds without failure or permanent deflection. C. Butterfly Valves 16 inches and Larger (Requires approval of COUNTY Water Department) 1. All butterfly valves shall fully comply with AWWA C504, Class 150 -B, latest revision. 2. Butterfly valves shall be of the tight - closing, rubber -seat type with rubber seats that are securely fastened to the valve body or disc. No metal -to -metal seating surfaces will be permitted. Valves shall be bubble -tight at rated pressures with flow in either' direction, and shall be satisfactory for applications involving throttling service and /or frequent operation and for applications involving valve operation after long periods of inactivity. Valve discs shall rotate 90 degrees from the full open position to the tight shut position. Valves shall meet the full requirements of AWWA Standard C504. 3. Valve bodies shall be constructed of cast iron ASTM A126 Class B and provide drip tight shutoffs up to full pressure rating. Mechanical joint shall be in conformance with AWWA C111. 2 tunnions for shaft bearings shall be integral with each valve body. Body thickness shall be in strict accordance with AWWA Standard C504, latest revision. 4. Valve discs shall be constructed of ductile iron. 5. Shafts of all valves shall be turned, ground, and polished. Valve shafts shall be constructed of Type 304 stainless steel. Shaft diameters must meet minimum requirements established by AWWA Standard C504. Section 15100 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 4 of 10 16 C2, 6. Valve seats shall be Buna -N. Seats may be simultaneously molded in, vulcanized and bonded to the valve body, or mechanically retained in the valve body or attached to the disc. Screws, retaining segments, etc., required to retain seat in body shall be constructed in Type 304 stainless steel. Seats mounted on discs are not acceptable unless they are completely replaceable without replacing the disc. 7. Valve operations shall be fully enclosed, gasketed and oil filled to withstand an external outer pressure of 10 psi minimum. 8. A valve position indicator shall be furnished for installation in each valve box. Indicator shall be hermetically sealed for installation inside a cast iron valve box and shall show valve disc position, direction of rotation and number of turns from fully opened to fully closed. Indicator shall be provided by the valve manufacturer. 9. Valve shall open counter clockwise and be provided with a 2 inch square operating nut which will have the direction of opening cast on it. Valve nut shall be no more than 30 inches underground. 10. Packing shall be self- adjusting chevron type. 11. Valve shall have self - lubricating nylon sleeve type shaft bearings. 12. All surfaces of the valve shall be clean, dry and free from grease before painting. The valve surfaces except for disc, seating, and finished portions shall be evenly coated with a suitable primer to inhibit rust and with asphalt varnish in accordance with AWWA Standard 504, latest revision. 13. Prior to shipment from the factory, each valve shall be tested hydrostatically in accordance with AWWA Standard C504, latest revision. 14. Valves shall be Pratt, DeZurik or approved equal. All Butterfly valves shall be American made. D. Check Valves 1. All check valve bodies shall be cast iron per ASTM A126 Class B, having integral (not wafer) flanges. 2. The seat shall be centrifugally cast bronze with an O -ring seal and be locked in place with stainless steel lock screws and be field replaceable, without the use of special tools. 3. Swing check valves shall have a shaft of single and continuous stainless steel, extending both sides of the body with a lever and weight. The air cushion cylinder, when specifically required, shall be constructed of corrosion resistant material and the piston shall be totally enclosed within Section 15100 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 5 of 10 16. C2 the cylinder and not open at one end. The air cushion cylinder assembly shall be externally attached to either or both sides of the valve body and shall permit adjustability to cushion the closure of the valve. Cushioning shall be by air trapped in the cushion cylinder, which shall be fitted with a one -way adjustable control check valve to cushion disc contact to the seat at the shut -off point. The bottom cylinder head shall be swivel mounted and not rigid to follow the change of force angles as the lever raises or lowers to open or close the check valve. Valve shall prevent backflow on normal pump shut off or power failure, at zero velocity and be watertight. The disc shall be cast iron utilizing a double clevice hinge connected to a ductile iron disc arm. The disc arm assembly shall be suspended from a stainless steel shaft, which passes through a seal retainer on both sides of the valve body. 4. Rubber flapper swing valves shall have a heavily constructed cast iron body and cover. The body shall be long pattern design (not wafer) with integrally cast -on end flanges. The flapper shall be Buna -N having an O- ring seating edge and be internally reinforced with steel. Flapper shall be captured between the body and the body cover in a manner to permit the flapper to flex from closed to full open position. Flapper shall be easily removed without the need to remove the valve from line. The check valves shall have full pipe size flow area. Seating surface to be on a 45° angle requiring the flapper to travel only 35° from closed to full open position for minimum head loss. Valve has non -slam closure characteristics. Flapper shall create an elastic spring effect to assist the flapper to close against a slight head to prevent or minimize slamming. Valve shall be designed for 175 psi working pressure for water. The valve shall be suitable for buried service, in which case, stainless cover bolts shall be furnished. 5. Valve exterior to be painted with Red Oxide Phenolic Primer Paint as accepted by the FDA for use in contact with Potable Water. Materials shall be certified to the following ASTM specifications: a. Body, cover & disc - Cast Iron - ASTM A126, Class B b. Disc Arm - Ductile Iron - ASTM A536 C. Seat - Aluminum Bronze or Stainless Steel - ASTM 8148, ASTM A276 d. Disc Seat - Buna -N or metal e. Cushion cylinder - Corrosion - resistant Commercial material E. Backflow Prevention Devices Backflow prevention devices shall be reduced pressure principle assemblies or double check assemblies and shall be USC approved, and shall meet all requirements of COUNTY Ordinance 97 -33. Refer to Section 3, Utility Detail Drawings. Section 15100 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 6 of 10 F. Combination Air Release C2 Valves for Potable Water and Non _ Potable rr ation Systems 1. Air release valves shall exhaust large quantities of air during the filling of a pipeline or vessel. The valve shall be capable of venting air up to sonic velocity without blowing shut, closing only after all the air has been vented. The valve shall continue to release small quantities of air under pressure as often as needed to keep the system free of accumulated air: The valve shall automatically open to allow air to re -enter during draining or whenever a negative pressure occurs. 2. Combination air valves shall be of the size shown on the plans and conform to the requirements of AWWA C512 and be of the "Kinetic" design capable of exhausting air at up to sonic velocity without blowing shut. 3. Body and cover shall be ASTM A126 Class B cast iron with stainless steel floats and replaceable seats of Buna -N or other suitable material. Internal linkage mechanism shall be 18 -8 stainless steel. Plastic or bronze components are not acceptable. Air release orifice shall be suitable for 300 PSI maximum working pressure. 4. Valves 3 -inch size and smaller shall have a threaded inlet connection, and larger valves shall have a flanged inlet faced and drilled per ANSImB16.1 Class 250. 5. Valves shall have a threaded outlet on valves to 4 -inch size and a protective cowl on larger sizes. 6. Air release valves shall be GA Industries Figure 945 -H to 4 -inch and 960 -UH in 6 -inch and larger sizes, or approved equal. 7. 1 inch NPT inlet and outlet shall be provided, unless otherwise specified on the drawings. 8. Connections from corporation stops to air release valves shall be brass for rigidity. G. Tapping Valves and Sleeves 1. All tapping sleeve and valve assemblies. shall meet the requirements of AWWA Standard C500, latest revision. Cast iron tapping sleeves or stainless steel wrap- around sleeves, and cast iron valves shall be used to. make live taps into the existing water mains where shown on the drawings. Sleeve bodies must be of stainless steel. The flanges must conform to AWWA C207 Class D ANSI 150# drilling. All bolts and nuts shall be as specified. Section 15100 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 7 of 10 16 C 2 2. CONTRACTOR shall verify type of existing main prior to ordering. The tapping valve shall . have an inlet flange to .match the sleeve and a mechanical joint outlet for connection to water main pipe. Tapping valve shall meet the requirements for gate valves specified herein. The sleeve shall have provisions for a tap and shall be pressure tested at 150 psi for a minimum of 30 minutes prior to tapping. H. Service Connection Materials Service Saddles a. Service saddles or fittings shall be used with taps to all types of pipe. Gasket shall be cemented in place and confined in a retaining groove. Saddles shall be cast. iron saddles with double brass straps. b. Tapping sleeves and valves shall be used for all taps. C. Service saddles on ductile iron pipe shall be Ford 20213, and on PVC pipe shall be Ford S 90 or approved equal, with AWWA threaded corporation stop connections. 2. Water Meters a. All potable and non - potable irrigation water meters provided for service connections to the COUNTY water distribution system shall be designed to accept an encoder compatible with the COUNTY Automatic Meter Reading (AMR) system. The COUNTY will install the meter and the AMR encoder units'on 2" and smaller meters. b. Unless otherwise specified by the Water Department, all water meters larger than 2 inches shall be installed above ground. These meters shall be equipped with a backflow preventor and installed by the CONTRACTOR at his expense, including the AMR encoder unit. The type of backflow device utilized shall be on the Water Department approved list of backflow preventors available on the Collier County government web site. All potable water and /or non - potable irrigation water meters 3. inches or greater shall be purchased by the owner and installed by the CONTRACTOR. The master meter assemblies shall be built in accordance with current design details in Section 3, Utility Detail Drawings. Alternate designs may be permitted upon submission of design details for review and approval. The location of all meters (potable and non - potable) shall be clearly shown on the construction plans. Section 15100 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 8 of 10 16 C 2 3. Corporation Stops for Service Connections a. Corporation stops shall meet the requirements of AWWA C800, and shall be Mueller H15008, or approved equal; ends AWWA thread x compression, CTS. 4. Water Service Tubing a. Water service connection tubing shall be polyethylene municipal service tubing. b. Polyethylene tubing shall meet the requirements of AWWA Standard C901. Polyethylene tubing shall be 3406 polyethylene. 5. Polyethylene Service Tube Stiffeners a. A solid ring, stainless steel insert shall be installed with each and every compression connections made with polyethylene tubing. PART 3 EXECUTION 3.1 INSTALLATION A. Install all valves and appurtenances in accordance with . manufacturer's instructions and in the locations shown, true to alignment and rigidly supported. Repair any damage to the above items to the satisfaction of the ENGINEER before they are installed. B. After installation, test all valves and appurtenances for at least one hour at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, repair it to the satisfaction of the ENGINEER. C. Install all floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances as shown on the Drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, check all plans and figures, which have a direct bearing on their location and assure the proper location of these valves and appurtenances during the construction of the structures. D. Flanged joints shall -be made with Series 300, stainless steel bolts. All exposed bolts shall be made with Series 300 stainless steel bolts. E. Prior to assembly of split couplings, thoroughly clean the grooves as well as.other parts. The ends of the pipes and outside of the gaskets shall be moderately coated with petroleum jelly, cup grease, soft soap or graphite paste, and the Section 15100 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 9 of 10 16 C 2 gasket shall be slipped over one pipe end. After the other pipe has been brought to the correct position, center the gasket properly over the pipe ends with the lips against the pipes. The housing sections then shall be placed. After the bolts have been inserted, tighten the nuts until the housing sections are firmly in contact, metal -to- metal, without excessive bolt tension. F. Prior to the installation of.sleeve -type couplings, thoroughly clean the pipe ends for a distance of 8 ". Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6" from the end, and the middle ring shall be placed on the already laid pipe end until it is properly centered over the joint. Insert the other pipe end into the middle ring and bring to proper position in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flaires. After the bolts have been inserted and all nuts have been made up finger - tight, uniformly tighten diametrically opposite nuts progressively all around the joint, preferably by use of a torque wrench of the appropriate size and torque for the bolts. G. Carefully inspect each valve, open it wide and then tightly close it and test the various nuts and bolts for tightness. Special care shall be taken to prevent any foreign matter from becoming lodged in the valve seat. Gate valves, unless shown otherwise, shall be set with their stems vertically above the centerline of the pipe. Remove and replace any valve that does not operate correctly. H. Carefully center valve boxes over the operating nuts of the valves so as to permit a valve wrench or key to be fitted easily to the operating nut. Valve boxes shall be set to conform to the level of the finished surface and held in position by a ring of concrete placed under the support flange as shown in Section 3, Utility Detail Drawings. The valve box shall not transmit surface loads to the pipe or valve. Exercise care to prevent earth and other material from entering the valve box. Any valve box which is out of alignment or whose top does not conform to .the finished ground surface shall be dug and reset. Before final acceptance of the work, adjust all valve boxes to finish grade. Valve extension stems or risers shall not be used. 3.2 SHOP PAINTING A. Ferrous surfaces of valves and appurtenances shall receive a coating of epoxy in accordance with AWWA Standard C550 and meets or exceeds all' test requirements including the Food and Drug Administration Document Title 21 of the Federal Regulations on Food Additives, Section 175.000 entitled "Resinous and Polymeric Coating "; Impact Test Requirement in accordance with the ASTM D2794. END OF SECTION Section 15100 COLLIER COUNTY WATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 10 of 10 SECTION 15110 WASTEWATER VALVES AND APPURTENANCES PART 1 GENERAL 1.1 SCOPE OF WORK Ali C2. A. Furnish all labor, materials, equipment and incidentals required and install complete and ready for operation all valves and appurtenances as shown on the Drawings and as specified herein. B. The equipment shall include, but not be limited to, the following: 1. Eccentric Plug Valves 2. Check Valves 3. Vacuum Breakers 4. Air Release Valves 5. Flange Adapter Couplings 6. Flexible Couplings 7. Diaphragm Seals 8. Unions 9. Mechanical Type Seals 10. Hose End Faucets 11. Pressure Gauges 12. Reduced Pressure Backflow Preventor 13. Flow Meters 1.2 DESCRIPTION OF SYSTEMS A. All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of wastewater and reclaimed water. 1.3 QUALIFICATIONS A. All of the types of valves and appurtenances shall be products of well - established reputable firms who are fully experienced, reputable and qualified in the manufacture of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable. 1.4 SUBMITTALS A. Submit within - 30 days after execution of the contract a list. of materials to be furnished, the names of the suppliers and the date of delivery of materials to the site. Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 1 of 12 16 C2 ' B. Complete shop drawings of all valves and appurtenances shall be submitted to the ENGINEER for approval in accordance with the requirements of Section 01340 and the General Conditions. 1.5 TOOLS A. Special tools, if required for normal operation and maintenance shall be supplied with the equipment. PART 2 PRODUCTS 2.1 GENERAL 1. A. All valves and appurtenances shall be of the size shown on the Drawings and as far as possible all equipment of the same type shall be from one manufacturer. B. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate PART OF THE BODY. 2.2 DESIGN A. Eccentric Plug Valves 1. All valves- shall be eccentric plug valves unless otherwise specified. Valves shall be as manufactured by DeZurik, Milliken or approved equal. 2. Plug valves shall be tested in accordance with AWWA C504 Section 5. Each valve shall be performance tested in accordance with AWWA C504 Section 5.2 and shall be given a leakage test and hydrostatic test as described in AWWA C504 Paragraphs 5.3 and 5.4. The leakage test shall be applied to the face of the plug tending to unseat the valve. The Manufacturer shall furnish certified copies of reports covering proof of design testing as described in AWWA C504 Section 5.5. 3. Plug valves shall be of the tight closing, resilient faced, non - lubricating variety and shall be of eccentric design such that the valve's pressure member (plug) rises off the body seat contact area immediately upon shaft rotation during the opening movement. Valve pressure ratings shall be as follows and shall be established by hydrostatic tests as specified by ANSI 816.1 -1967. Valves shall be drip -tight in both directions (bi- directional) at rated pressure of 175' psi through 12 -inch diameter, and 150 psi for 14 -inch diameter and above. The valve shall be provided with a 2 -inch square operating nut. Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 2 of 12 76 r }. 4. The valve body shall be constructed of cast iron ASTM A126, Class B. Body ends shall be mechanical joint to meet the requirements of AWWA C111 /ANSI A21.11 or single gasket push -on type. 5. The valve plug shall be constructed of cast iron or ductile iron and shall have a conical seating surface that is eccentrically offset from the center of the plug shafts. The plug and shafts shall be integral. The entire plug face shall be totally encapsulated with Buna N (Nitrile) rubber in all valve sizes. The rubber to metal bond must withstand 75 lbs. pull under test procedure ASTM D- 429 -73, Method B. When the plug is in full open position, plug geometry and body waterway contours must provide a passageway that allows flow capacity equal to 100% of the adjacent pipe area. 6. Valve seat mating surface shall be constructed of a welded -in overlay of not less than 90% nickel or be a one -piece 304 stainless steel ring. Seat ring contour must be precision machined. 7. A mechanical "brake shall be supplied on all valves and shall be capable of "locking" the valve in any intermediate position between full -open and full- closed. 8. Valves shall have multiple V -type packing and packing glands and shall be capable of being field adjusted or repacked without the bonnet or plug being removed from the valve with the valve under the full rated pressure. Valves shall have a port position indicator. 9. For corrosion protection, the interior ferrous surfaces of all plug valves shall have a 2 -part epoxy internal coating to a minimum of 20 mils thickness. 10. Valve shaft seals shall be adjustable and comply with AWWA C507 Section 10 and with AWWA C507 Section 11. 11. Manual valves shall have lever or gear actuators and tee wrenches, extension stems, floorstands, etc. as indicated on the plans. All valves 6" and larger shall be equipped with gear actuators. All gearing shall be enclosed in a semi -steel housing and be suitable for running in a lubricant with seals provided on all shafts to prevent entry of dirt and water into the actuator. All actuator shafts shall be supported on permanently lubricated bronze bearings. Actuators shall clearly indicate valve position and an adjustable stop shall be provided to set closing torque. All adjustable stop shall be provided to set closing torque. All exposed nuts, bolts, and washers shall be zinc or cadmium plated. Valve packing adjustment shall be accessible without disassembly of the actuator. 12. Valves and gear actuators for submerged service shall have seals on all shafts and gaskets on the valve and actuator covers to prevent entry of water. Actuator mounting brackets for buried or submerged service shall be totally Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 3 of 12 16 C2• enclosed and shall have gasket seals. All exposed nuts, bolts, springs and washers shall be stainless steel. 13. Three -way plug valves shall be non - lubricated gear oriented. Valve bodies shall be ASTM A -126 Class, and be semi -steel with 125 lb. ANSI standard flanges. Plugs shall be resilient faced. Three -way valves shall be 3 -way, 3 -port 270 - degree turn. 14. Plug valves installed such that actuators are 6 feet or more above the floor shall have chain wheels. 15. Where shown on the Drawings, plug valves shall be installed with extended shafts and actuators. Actuators for extended shafts shall be mounted on floor stands where indicated on the drawings or shall be removable handwheels where floor stands are not called for. Six -inch sleeves shall be provided for extended shafts in all floors; where necessary covers shall be provided. Shafts shall be of adequate strength to operate the valve and shall be 304 stainless steel where submerged and carbon steel elsewhere. Floor stands and covers, where called for shall be cast iron. Floor stands shall be equipped with valve position indicators. Where shown on the drawings, plug valves shall be fumished with extended bonnets, equal to DeZurik Figure 640. 16. All buried plug valves shall have a remote position indicator in the valve box showing position of the valve. A stainless steel centering and I.D. plate shall be provided showing direction of opening and number of turns to open for each valve. B. Valves for Buried Service Valves for buried service shall meet all the requirements as specified herein for interior except that buried valves shall have mechanical joint ends. 2. All buried valves shall have cast -iron three -piece valve boxes, valve boxes shall be provided with suitable heavy bonnets to extend to such elevation at the finished grade surface as directed by the ENGINEER. The barrel shall be two- piece, screw type. The upper section shall have a flange at the bottom having sufficient bearing area to prevent settling, shall be designed so as to prevent the transmission of surface loads directly to the valve or piping, and shall be complete with cast iron covers. Covers shall have "SEWER" cast into. the top. The covers shall be so constructed as to prevent tipping or rattling. Valve boxes shall be manufactured by Dewey Brothers VBX -TE 100 (6 -5/16 inch.cover) or approved equal. 3. Where valves are located out of pavement, the boxes shall be adjusted to finished grade and a concrete slab two,feet square and six inches thick shall be poured around the box. Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 4 of 12 �6 ,, E2 4. Valve boxes shall be of the heavy duty, traffic bearing cast iron, adjustable screw type with a drop cover. The valve box assembly shall consist of a bottom section, top section and cover which is cast from gray iron, formulated to ASTM specification A -48 latest revision, class 30 minimum and shall be free from blowholes, shrinkage or other imperfections not true to pattern. The shaft size shall be 5 1/4" and the adjustable length shall be from 18" to 24 ". The wall thickness shall be 3/16" + 1/16 ". The weight of the assembly shall be 61 pounds + 2 pounds, with the cover weight being a minimum of 12 pounds. 5. The name of the manufacturer and foundry of origin shall be cast into each of the components of the assembly in legible form. The assembly shall be suitable for highway traffic wheel loads of 16,000 pounds and shall withstand a proof load test of 25,000 pounds without failure or permanent deflection. The valve box shall be cast, machined, assembled, and packaged within the United States and shall fully comply with the Buy American provisions of Public Law 102 -240, enacted 12/18/91. C. Check Valves 1. All check valve bodies shall be cast iron per ASTM A126 Class B, having integral (not Wafer) flanges. 2. The seat shall be centrifugally cast bronze with an 0 -ring seal and be locked in place with stainless steel lock screws and be field replaceable, without the use of special tools. 3. The shaft shall be single and continuous stainless steel, extending both sides of the body with a lever and weight. 4. The air cushion cylinder, when specifically required, shall be constructed of corrosion - resistant material and the piston shall be totally enclosed within the cylinder and not open at one end. The air cushion cylinder assembly shall be externally attached to either or both sides of the valve body and will permit adjustability to cushion the closure of the valve. Cushioning shall be by air trapped in the cushion cylinder, which shall be fitted with a one -way adjustable control check valve to cushion disc contact to the seat at the shut -off point. The bottom cylinder head shall be swivel mounted and not rigid to follow the change of force angles as the lever raises or lowers to open or close the check valve. Valve shall prevent backflow on normal pump shut -off or power failure, at zero velocity, and be watertight. 5. The disc shall be cast iron utilizing a double clevice hinge connected to a ductile iron disc arm. The disc arm assembly shall be suspended from a stainless steel shaft, which passes through a seal retainer on both sides of the valve body. Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 5 of 12 16 C214 6. Valve exterior to be painted with Red Oxide Phenolic Primer Paint as accepted by the FDA for use in contact with Potable Water. Materials shall be certified to the following ASTM specifications: a. Body, cover & disc - Cast Iron - ASTM A126, Class B b. Disc Arm - Ductile Iron - ASTM A536 c. Seat - Aluminum Bronze or Stainless Steel - ASTM 8148, ASTM A276 d. Disc Seat - Buna -N or metal e. Cushion cylinder - Corrosion- resistant Commercial material 7. For corrosion protection, the interior ferrous surfaces of all check valves used in sewage applications shall be coated with a factory applied, two -part epoxy coating to a minimum of-20 mils thick. D. Automatic Air Release Valves for Wastewater Systems All force mains shall have automatic air release valves installed as they are indicated on the plans. The body of these valves shall be conical shaped to maintain maximum air gap with the spring loaded float and seal plug connection combining to ensure no contact between the sewage and the seal. The valve shall have a double float design with the upper float being enclosed in the upper section of the valve and shall be made of foam polypropylene. The lower float shall be in the main body of the valve and shall be constructed of foam polypropylene. The body, cover flange, and lower flange shall be constructed of steel with fusion - bonded epoxy inside and outside, and shall have a funnel shaped lower body to automatically drain sewage back into the system. 2. All internal metal parts shall be made from corrosion resistant 316 stainless steel, with all operating parts, in the upper and lower sections, to be non- metallic plastic /rubber materials. The hinge for operation for the opening and closing of the seal on the orifice shall be made of EPDM rubber. The rolling resilient seal shall provide smooth positive opening, closing, and leak free sealing over the fluctuation of pressure differentials. 3. The working pressure shall be 145 psi and tested to 230 psi. 4. All hardware shall be of Stainless Steel bolts and nuts, and the entire valve, except to upper outlet, shall be constructed of 316 Stainless Steel. All valves shall be equipped for backflushing maintenance with easy connection or disassembly. Valves with a total weight of more than 10 pounds shall be anchored to relieve the excessive weight to the saddle and PVC pipe. Those valves weighting less than 10 pounds will not be required to be anchored. 5. The connection on ail pipelines shall be the following sizing with an isolation valve of the same size: 8 -inch and smaller COLLIER COUNTY TECHNICAL SPECIFICATIONS 2 -inch threaded Section 15110 WASTEWATER VALVES AND APPURTENANCES Page 6 of 12 a, 10 -inch through 16 -inch 3 -Inch flange /threaded 18 -inch and larger 4 -inch flange /threaded 6. All automatic air release, valves shall be ARl model S -020 or approved equal. All valves shall be installed in accordance with manufacturer recommendations and shall have an isolation valve connection for control. All air release valves shall have ISO 9,002 certification in order to be supplied on this project. E. Flange Adapter Couplings Flange adapter couplings shall be of the size and pressure. rating required for each installation and shall be suitable for use on either cast iron or ductile iron pipe. They shall be similar or equal to Dresser Company, Style 128. 'All couplings shall have a sufficient number of factory installed anchor studs to meet or exceed the test pressure rating for this project, 100 -psi minimum. F. Flexible Couplings: 1. Flexible couplings shall be either the split type or the sleeve type as shown on the Drawings. a. Split type coupling shall -be either the split type or the sleeve type as shown on the Drawings. The couplings shall be mechanical type for radius groove piping. The couplings shall mechanically engage and lock grooved pipe ends in a positive coupling and allow for angular deflection and contraction and expansion. b. Couplings shall consist of malleable iron, ASTM Specification A47, Grade 32510 housing clamps in two or more parts, a single chlorinated butyl composition sealing gasket with a "C" shaped cross - section and internal sealing lips projecting diagonally inward, and two or more oval track head type bolts with hexagonal heavy nuts conforming to ASTM Specification A183 and A194 to assemble the housing clamps. Bolts and nuts shall be Series 300 stainless steel. C. Victaulic type couplings and fittings may be used in lieu of flanged joints. Pipes shall be radius grooved as specified for use with the Victaulic couplings. Flanged adapter connections at fittings, valves, and equipment shall be Victaulic Vic Flange Style 741, equal by Gustin -Bacon Group, Division of Certain -Teed Products, Kansas City, Kansas, or equal. d. Sleeve type couplings shall be used with all buried piping. The couplings shall be of steel and shall be Dresser Style 38, Smith Blair Style 413, Baker Allsteel, or equal. The coupling shall be provided with stainless steel bolts and nuts unless indicated otherwise. e. All couplings shall be furnished with the pipe stop removed. Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 7 of 12 16 2 f. Couplings shall be provided with gaskets of a composition suitable for exposure to the liquid within the pipe. g. If the CONTRACTOR decides to use victaulic couplings in lieu of flanged joints, he shall be responsible for supplying supports for the joints. G. Diaphragm Seals: 1. Diaphragm seals shall be installed on pressure gauge connection to all lines where shown on the Drawings, to protect pressure switches used to monitor excessive pressures on pipe lines. The diaphragm shall be "thread attached" to both piping and pressure switches. Diaphragm seals shall be constructed of cadmium plated carbon steel, except for the lower housing which shall be specifically chosen according to the fluid pressure being monitored. 2. Diaphragm seals shall have a flushing connection and be Type S13 Mansfield and Green; No. 877 Trerice; Ashcroft; or equal. H. Unions 1. Unions on ferrous pipe 2" in diameter and smaller shall be 150 pounds malleable iron, zinc- coated. Unions on water piping 21/2" in diameter and larger shall be flange pattern, 125 pound class, zinc - coated. Gaskets for flanged unions shall be of the best quality fiber, plastic, or leather. Unions shall not be concealed in walls, ceilings, or partitions. Mechanical Type Seals 1. Mechanical type seals shall consist of an adjustable modular bolted, synthetic rubber and plastic sealing element. The sealing element shall a Link -Seal LS -300 -C as manufactured by Thunderline Corp., Inkster, Michigan or approved equal. J. Hose End Faucets 1. Hose end faucets for potable water supply at submersible stations shall be Zum Model Z -1385. Faucet shall be furnished with removable key and shall be lockable. K. Pressure Gauges 1. Each pressure gauge shall be direct mounted, cast aluminum case, with a 41/2" diameter dial and furnished with a clear glass crystal window, 3/8" shut -off valve, and a bronze pressure snubber. Provide diaphragm seals between shut -off valve and pressure gauge on all sludge and lines with nonclear matter in suspension of solution. All gauges shall be weatherproofed. The face dial Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 8 of 12 shall be white finished aluminum with jet black graduations and figures. The face dial shall indicate the units of pressure being measured (e.g., feet, inches, etc.) or be dual scale. 2. If shown on the drawings, each pump discharge line shall be furnished with gauges sized 0 -100 psi. L. Reduce Pressure Backflow Preventer If shown on the drawings, backflow preventers shall be supplied at each pump station, and installed in accordance with the Collier County Standard Details. . M. Flow Meters for Master Pumping Stations Meters shall be of the magnetic type with Teflon lining, stainless steel electrodes and ultrasonic cleaning, or the universal venturi type with flanged cast or ductile iron body and bronze throat. Flow meters shall be designed to record both the peak pumping station capacity and anticipated minimum flows with equally high accuracy. The meters shall be direct reading in gallons per minute, totalizing in million gallons per day and recording on 12 -inch diameter, 24 -hour linear charts in gallons per minute. All meters shall also be tied to the Radio Telemetry SCADA System. The flow metering system shall be installed within the pumping station structure, if space is available, or in an exterior protected and drained pit. In all cases, meter by -pass valves and piping shall be provided. PART 3 EXECUTION 3.1 INSTALLATION A. Install all valves and appurtenances in the locations shown, true to alignment and rigidly supported. Repair any damage to the -above items to the satisfaction of the ENGINEER before they are installed. B. Carefully inspect each valve, open it wide and then tightly close it, and test the various nuts and bolts for tightness. Take special care to prevent any foreign matter from becoming lodged in the valve seat. Valves, unless shown otherwise shall be set with their operator shaft vertically. Repair and replace any valve that does not operate correctly. C. Carefully center valve boxes over the operating nuts of the valves so as to permit a valve wrench or key to be fitted easily to the operating nut. Valve boxes shall be set to conform to the level of the finished surface and held in position by a ring of concrete placed under the support flange as shown on the Collier County Standard Details. The valve box shall not transmit surface loads to the pipe or valve. Care shall be taken to prevent earth and other material from entering the valve box. Any valve box which is out of alignment or whose top does not conform to the finished ground surface shall be dug out and reset. Before final acceptance of the work, Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 9 of 12 16 C2 adjust all valve boxes to finish grade. Valve operating risers shall be installed with any valves required to ensure that the operating nut is 30- inches or less from the ground surface. D. After installation, test all valves and appurtenances for at least 1 hour at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, repair .it to the satisfaction of the ENGINEER. E. Install all floor boxes, brackets; extension rods, guides, the various types of operators and appurtenances as shown on the Drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, check all plans and figures that have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of the structures. F. Pipe for use with flexible couplings shall have plain ends as specified in the respective pipe sections in Division 15. G. Buried flanged or mechanical joints shall be made with Series 300, stainless steel bolts. All exposed bolts shall be made with Series 300 stainless steel bolts. H. Prior to assembly of split couplings, thoroughly clean the grooves as well as other parts. The ends of the pipes and outside of the. gaskets shall be moderately coated with petroleum jelly, cup grease, soft soap or graphite paste, and the gasket shall be slipped over one pipe end. After the other pipe has been brought to the correct position, center the gasket properly over the pipe ends with the lips against the pipes. The housing sections then shall be placed. After the bolts have been inserted, tighten the nuts until the housing sections are firmly in contact, metal -to- metal, without excessive bolt tension. Prior to the installation of sleeve -type couplings, thoroughly clean the pipe ends for a distance of 8 ". Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6" from the end, and the middle ring shall be placed on the already laid pipe end until it is properly centered over the joint. Insert the other pipe end into the middle ring and bring to proper position in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flaires. After the bolts have been inserted and all nuts have been made up finger- tight, uniformly tighten diametrically opposite nuts progressively all around the joint, preferably by use of a torque wrench of the appropriate size and torque for the bolts. 3.2 SEWER SERVICE CONNECTIONS A. Materials, Construction: 1. All sewer service connections shall be of SDR 35 PVC as specified herein with elastomeric gaskets on pipe and fittings. Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 10 of 12 1-6, I 2. Service lines shall be connected to the sewer mains by means of a PVC wye fitting. The service branch of the wye fitting will be elevated depending on the depth of the sewer and the elevation of the property to be served. 45 degree bends or other fittings shall be used to connect the service line at the wye branch. Service lines shall be installed at such grades as will adequately serve the properties, minimum 1% slope. 3. Service lines shall extend from the sewer to the property line and be plugged. Plugs shall be plastic with sealer. Service lines shall be 6 inches for single residential properties and 6 inches pipe and larger for commercial, industrial, and multiple residential services. Service lines will have a minimum of 3 feet and a maximum of 5 feet of cover at the property line. Service will be provided to each lot. All laterals shall have a vertical clean out installed at the property line. Clean outs shall extend 24 inches above grade and should be capped. After final connection of the lateral to a structure the clean out shall be cut off at grade and capped. 3.3 SHOP PAINTING A. Coat ferrous surfaces of valves and appurtenances with rust- inhibitive primer. Cap all pipe connection openings to prevent the entry of foreign matter prior to installation. 3.4 FIELD PAINTING A. Paint all metal valves and appurtenances specified herein and installed in valve and meter pits as specified. 3.5 INSPECTION AND TESTING A. Subject completed pipe to hydrostatic pressure test at full working pressure. Repair all leaks and retest the line as approved by the ENGINEER. Prior to testing, support the gravity pipelines in an approved manner to prevent movement during tests. END OF SECTION Section 15110 COLLIER COUNTY WASTEWATER VALVES AND APPURTENANCES TECHNICAL SPECIFICATIONS Page 11 of 12 COLLIER COUNTY TECHNICAL SPECIFICATIONS ffelm NO TEXT FOR THIS PAGE Section 15110 WASTEWATER VALVES AND APPURTENANCES Page 12 of 12 COLLIER COUNTY WATER -SEWER DISTRICT UTILITIES STANDARDS MANUAL _SECTION 3 UTILITIES: DETAIL DRAWINGS Table of Contents Detail Drawing Designations: G General NP Non- Potable W Water WW Wastewater Drawinq No. Title General Details G -1 Unpaved Area Trench Backfill Detail G -2 Paved Area Trench Restoration (Detail) G -3 Pipe Separation (Detail) G-4 Pipe Conflict Detail G -5 Jack and Bore Detail G -6 Thrust Block Detail for Existing A / C Pipe G -7 Typical Valve Setting Detail G -8 Typical Horizontal Directional Drill (HDD) Under a Roadway Non - Potable Water Details NP -1 Standard Non - Potable Irrigation Meter Assembly Service Connection NP -2 Special Non - Potable Irrigation Meter Assembly Service Connection . ter Date 04/12/04 04/12/04 04/12/04 04/12/04 04/12/04 04/12/04 04/12/04 04/12/04 04/12/04 04/12/04 SECTION 3 COLLIER COUNTY TABLE OF CONTENTS UTILITIES DETAIL DRAWINGS Page 1 of 4 6 c 2 Drawing No. Title Date Non- Potable Water Details (Continued) NP -3 Non - Potable Irrigation Control Panel Mounting Detail 04/12104 NP-4 Typical Irrigation Service Meter Setting Detail for Connection to Irrigation 04/12/04 NP -5 Non - Potable Irrigation Water Air Release Valve Detail 04/12/04 SECTION 3 COLLIER COUNTY TABLE OF CONTENTS UTILITIES DETAIL DRAWINGS Page 2 of 4 K� Water Details W -1 Temporary Blowoff Assembly w/ Bacterial Sample Point Detail 04/12/04 W -2 Automatic Watermain Flushing Device Detail 04/12104 W -3 Fire Hydrant Detail 04/12/04 W-4 Connection to Existing Water Main Detail (Gap Configuration) 04/12/04 W -5 Potable Water Air Release Valve Detail 04/12104 W -6 Permanent.. Bacterial Sample Point Detail 04/12/04 W -7 Dead End Fire Hydrant Detail 04/12/04 W -8 Fire System Detector Check Assembly Detail With No Connections Permitted Downstream (2" & 3 ") 04/12/04 W -9 Temporary Backflow Preventor and Fire Protection Meter Tie -In Assembly (Detail) 04/12/04 W -10 Fire System Detector Check Assembly Detail With Connections Permitted Downstream 04/12/04 W- 10ACompact Fire System Detector Check Assembly Detail With Connections Permitted - Downstream (Wilkins) (8" only) 04/12/04 W -11 Fire System Detector Check Assembly Detail With No Connections Permitted Downstream (4" and over) 04/12/04 SECTION 3 COLLIER COUNTY TABLE OF CONTENTS UTILITIES DETAIL DRAWINGS Page 2 of 4 K� I 16 C 2 Drawing No. Title Date Water Details (Continued) W- 11ACompact Fire System Detector Check Assembly Detail With No Connections Permitted Downstream (Wilkins) (8" only) 04/12/04 W -11 BCompact Fire System Detector Check Assembly Detail with No Connections Permitted Downstream (Febco) (8" and 10 ") 04/12/04 W -12 Typical Irrigation Service Meter Setting Detail For Connection to Irrigation or Effluent Main 04/12/04 W -13 Potable Water Meter Assembly Detail (3"& over) 04/12/04- W -14 Potable Fire and Water Meter Assembly Detail (3" and over) 04/12/04 W -15 Fire Service Dual Meter Assembly With Connections Permitted Over 10" Fire Main (Dual 8" Meters) 04/12/04 W -16 Fire Service Dual Meter Assembly With No Connections Permitted over 10" Fire Main (Dual 8" Meters) 04/12/04 W- 16ACompact Fire System Detector Check Assembly Detail With No Connections Permitted Downstream (Febco) Over 10" Fire Main (Dual 8" Backflow Preventer) 04/12/04 Wastewater Details WW -1 Force Main Connection to Gravity Sanitary Sewer Detail 04/12/04 WW -2 Private Force Main Connection to County Force Main Detail 04/12/04 WW -3 Precast Reinforced Concrete Manhole Detail 04/12/04 WW-4 Shallow Manhole Detail 04 /12/04 WW -5 Drop Manhole Detail 04/12/04 SECTION 3 COLLIER COUNTY TABLE OF CONTENTS UTILITIES DETAIL DRAWINGS Page 3 of 4 SECTION 3 COLLIER COUNTY TABLE OF CONTENTS UTILITIES DETAIL DRAWINGS Page 4 of 4 16 'C 2 Drawing No. Title Date Wastewater Details (Continued) WW -6 Manhole Ring and Cover Detail 04/12/04 WW -7 Pump Station Detail — Profile 04/12/04 WW -8 Pump Station Detail — Plan 04/12/04 WW -9 Lift Station Control Panel Detail 04/12/04 WW -10 Sewer Connection Details — Property, R/W Or Easement Line 04/12/04 WWA 1 Sewer Clean -out Detail - Paved Areas 04 /12/04 WW -12 Sewer Clean -out Detail -Non Paved Areas 04112/04 WWA3 Force Main Air Release Valve Detail (Over 40" Cover) 04112/04 WW -14 Force Main Air Release Valve Detail (Less than 40" cover) 04/12/04 WW -15 Typical Flow Line Channels Detail 04/12104 WW -16 Double Sewer Clean -out Detail 04/12104 WW -17 Telemetry Antenna Mount Detail 04 /12/04 WW -18 Grease Interceptor 04/12/04 WW-18A Grease Interceptor Tables 04/12/04 SECTION 3 COLLIER COUNTY TABLE OF CONTENTS UTILITIES DETAIL DRAWINGS Page 4 of 4 UNDISTURBED AREA TRENCH BACKFILL IN. COMPACTED MAXIMUM -12' LIFTS TO A 98X REQUIRED DENSITY 0 I TRENCH BACKFILL TO LEVEL OF ONE FOOT ABOVE TOP OF PIPE IN 5' COMPACTION UFTS APE 1'-0' OUTSIDE 1'-0' MIN DI1M MIN 16 C2 UNDISTURBED WHERE ANY TRENCH OCCURS IN AN UNSURFACE AREAL THE THIRD STAGE OF BACKFILLING SHALL EXTEND TO THE FINISHED GRADE' THIRD STAGE SECOND STAGE FIRST STAGE PIPE BEDDING (SEE NOTE 2) 1. BACKFILL SHALL. BE OF SUITABLE MATERIAL: REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH. LOAM; SANDY CLAY, GRAVEL. CRUSHED LIMESTONE. OR OTHER APPROVED MATERIAL., 2. IF TRENCH BOTTOM CONTAINS ROCK. THEN A MINIMUM OF A V PIPE BEDDING SHALL BE USED. UNPAVED. AREA TRENCH BACKFILL DETAIL N.T.S. G -1 .i,V0. 4' MINWM TAPER E)OSIING . BASE (DEPTH VARIES) i UMEROCK BASE COMPACTED IN r MA)OMUM LIFTS. 987E DENSITY IS REQUIRED. MNIMUM ON ONE TEST �i PER LIFT PER LANE REDUIRE D r 1 STABILIZED SUBGRADE COMPACTED IN 8' MA70MUM UFIS TO A 98X REOUTRET) DENSITY (LBR 40 MIN) TRENCH BACKFILL IN COMPACTED MAXIMUM 1 Y LIFTS TO A 9871 REQUIRED DENSITY TRENCH BACKFILL TO LEVEL. OF ME FOOT ABOVE TOP OF PIPE IN C COMPACTION LETS---' TRENCH WIDTH PLUS 3 FEET ASPHAL71C CONCRETE 1 -1/2' TYPE S OVERLAY— ASPHALTIC CONCRETE THICMESS TO BE THE SAME AS ADJACENT ROADWAY. (MINIMUM THIMESS 17 0 I 1'—O' I OUTSIDE 11'—O' 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH. LOAM. SANDY CLAY, GRAVEL, CRUSHED UMFSTONE� OR OTHER APPROVED MATERIAL. 2. !F TRENCH BOTTOM CONTAINS ROCK. THEN A MINIMUM OF A r PIPE BEDDING SHALL BE USED. . 3. R.O.W. PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE TRENCH IS LOCATED- WITHIN A COUNTY R.O.W. 16 C2 4 MINIMUM TAPER SAWCUr DMlWG PAVEMENT THIRD STAGE SECOND STAGE F9W STAGE PIPE BEDDING (SEE NOTE 2) 7 a G -2 �cvsm N»" WATER MAIN 16 c 21 18' MIN SEPARATION SANITARY SEWER. STORM SEWER, IRRIGATION MAIN, AND FORCE MAIN N 1. WATER MAINS SHALL BE SEPARATED FROM SEWER, SANITARY SEWER, NON - POTABLE IRRIGATION MAINS. AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL DISTANCE OF 18' MEASURED BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. ALSO, WATER MAINS SHALL BE SEPARATED FROM STORM SEWER. SANITARY SEWER AND FORCE MAINS BY 10 FEET AND FROM IRRIGATION MAINS BY 5 FEET MEASURED HORIZONTALLY FROM EDGE TO EDGE. 2. ALL CROSSINGS WITH VERTICAL. CLEARANCE LESS THAN 18 INCHES SHALL BE MADE USING THICKNESS CLASS 200 AWWA C -900 PVC (DRIB. C -905 PVC FOR PIPES GREATER THAN 12' IN DIAMETER) OR DUCTILE IRON, PRESSURE CLASS 250 PIPE FOR A HORIZONTAL DISTANCE OF 10 FEET EACH SIDE OF THE CROSSING. WATER MAIN ENCASEMENT SHALL ONLY BE MADE AFTER WRITTEN APPROVAL OF THE WATER DIRECTOR OR HIS DESIGNEE. 3. 18 INCHES CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER SEWER LINE. 4. WATER MAINS, SANITARY SEWER, STORM SEWER. AND IRRIGATION MAINS SHALL. BE IN SEPARATE TRENCHES. 5. WATER MAINS AND SANITARY SEWER, STORM SEWER. OR IRRIGATION (EFFLUENT) MAINS SHALL BE IN SEPARATE TRENCHES. 6. WATER MAINS CROSSING ANY TYPE OF SANITARY SEWER, INCLUDING FORCE MAIN, OR SEWER STORM SHALL HAVE THE ONE FULL LENGTH OF WATER MAIN CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THAT THE WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY. AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, SiORMWATER FORCE MAINS. OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, FAC., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY - OR PRESSURE -TYPE SANITARY SEWERS. WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62 -610. PIPE SEPARATION DETAIL. N.T.S. G -3 RESTRAIN BACK LENGTH SHOWN IN CHART —tB07H SITES IN CONFLICT AS D TO CLEARANCE NEW & EXISTING PIPE - RESTRAINED JOINT 1. PROVIDE RESTRAINED JOINTS AT CTtIWGFS IN DIRECTION OF ALL PIPE 2. ALL PIPE JOINTS WTTHpi THE DISTANCE (FEET) SHOWN IN THE FOLLOWING TABLE FROM THE P.I. (POINT OF INTERSECTION) OF THE Fi1TIN0 SHALL BE RESTRAINED TYPE. 3. THESE DISTANCES (FEET) SHALL APPLY TO LENGTHS OF PPE ON EACH SIDE OF THE FITTING. 4. CONSIDER DEAD ENDS EQUIVALENT 90 DEGREE BENDS. 5. TEE SHALL BE RESTRAINED ON BRANCH BASED 40N SAME DISTANCE AS 90 DECREE BEND OF THE SIZE OF THE BRANCH. •l2 1144 m 1:4 RESTRAINED JOINT PIPE DISTANCES FOR NEV PIPE IN PIPE SIZE 9D BEND 48 BEND 16 11 1/4r BEND SEE THRUST BLOCK DETAIL 44 18 FOR E)=ING A/C PPE 4 r LENGTH AS 28 12 REQUIRED T 8' 74 LE ACHIEVE q.FJ1WINCE 15 is =g ITE]1 IN CONFLICT .` �:�ti�:�r'•`. ;;%iti•;: 17 EXfSTING A/C PIPE 12' 100 41 20 10 18' 123 51. 24 12 20' 1 143 CONCRETE QUANTITY TO ` 29 -. \ ACHIM WEIGHT TO WITHSTAND �- 162 UNDISTURBED SOIL FORCE OF PIPE YEGALLIG FITTINGS 30' 184 ,w (TYP) 37 18 EXISTING A/C PIPE - HEADWALL 1 207 RESTRAIN BACK LENGTH SHOWN IN CHART —tB07H SITES IN CONFLICT AS D TO CLEARANCE NEW & EXISTING PIPE - RESTRAINED JOINT 1. PROVIDE RESTRAINED JOINTS AT CTtIWGFS IN DIRECTION OF ALL PIPE 2. ALL PIPE JOINTS WTTHpi THE DISTANCE (FEET) SHOWN IN THE FOLLOWING TABLE FROM THE P.I. (POINT OF INTERSECTION) OF THE Fi1TIN0 SHALL BE RESTRAINED TYPE. 3. THESE DISTANCES (FEET) SHALL APPLY TO LENGTHS OF PPE ON EACH SIDE OF THE FITTING. 4. CONSIDER DEAD ENDS EQUIVALENT 90 DEGREE BENDS. 5. TEE SHALL BE RESTRAINED ON BRANCH BASED 40N SAME DISTANCE AS 90 DECREE BEND OF THE SIZE OF THE BRANCH. •l2 1144 m 1:4 RESTRAINED JOINT PIPE DISTANCES FOR NEV PIPE IN PIPE SIZE 9D BEND 48 BEND 22 1 11 1/4r BEND 4' 44 18 9 4 r 62 28 12 8 8' 74 31 15 7 10' 87 36 17 9 12' 100 41 20 10 18' 123 51. 24 12 20' 1 143 1 59 29 -. 14 24' 162 67 32 18 30' 184 78 37 18 38' 1 207 1 86 41 20 G -.L PAVEMENT lb C2 RIBBED FL/ ARRIER PIPE ASCADE MODEL CCES TAINLESS STEEL GASSING PACER OR APPROVED EQUAL SECTION A-A unnnx BRICK AND MORTAR OR RUBBER SEAL (TYPICAL) CASING END SEAL IR /IG 1. UNDERGROUND CROSSINGS REQUIRE A MINIMUM VERM& CLEARANCE OF 4A' BMW PAVEMENT SURFACE FOR FREEWAYS, 3B' FOR OTHER H16HLr/AYS OR 30- BELOW UNPAVED GROUND INOWDNG DMN GRADE PER F.D.O.T. 2, SEE TECHNICAL SPECIFICATIONS FOR CARRIER PIPE AND CASING PIPE REQURtE]IENTS. STAINLESS STEELS SPACERS SPACERS SHALL BE BOLT -ON STYLE WITH A TWO PIECE SOLID SHELL WADE FROM T -304 STAINLESS STEEL OF A MINIMUM 14 GA. 7H K306 . THE SHELL SHALL BE LINED WITH A RWED PVC SHEET OF A 0.080' THICKNESS THAT OVERLAPS THE EDGES. RUNNERS MADE FROM UHMW POLYME7R. SHiALL !?E ATTACHED 70 RISERS AT.APPROPRIATE POSITIONS TO PROPERLY LOCATE THE QVIRIM WITHIN THE CASING AND 70 EASE INSTALLATION. RISERS SHALL BE MADE FROM T -304 STAINLESS STEM OF A MINIMUM 14 GA" THICKNESS AND SHALL BE ATTACHED TO THE SHELL BY MIG WELDING. ALL WELDS SHALL. BE FULLY PASSNAIED ALL FASTENERS SHALL BE MADE FROM T -304 STAINLESS STEEL. CASINO SPACERS SHALL BE MODEL COS AS MANUFACTURED BY CASCADE WATER WORKS MFG COMPANY OF YORKVILLE ILL OR APPROVED EQUAL PLACEMEMT OF SPLICERS ON CARRIER PIPE 1. GENERAL- ONE SPACER SHALL BE PLACED NOT MORE THAN TWO FEET FROM EACH END OF CASINM SUBSEQUENT SPACERS SHALL. BE PLACED AT IC -10- INTERVALS WITHIN THE CASND, OR N ACCORDANCE WITH PIPE MANUFAClURFJYS RECOMMENDATIONS. 2- PVC CARRIER- ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION- SPACER INM 7W BELL WITH THE BELL OF THE�,�SO THATHE SPACER BE IN PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOW. SUBSEOUDii' SPACERS SNAIL BE PLACED AT W-4" INTERVALS. OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STANDARD NO OF RUNNER REQUIRED UP TO 14' CARRIER PIPE - 4 REQUIRED OVER 14' THROUGH 38' CARRIER PIPE - - 8 REQUIRED OVER 36- THROUGH 4a' CARRIER PIPE - 7 REQUIRED CARRIER PIPE CARRIER PIPE SHALL. BE CENTERED WITHIN CASINO BY USE OF MODEL CCS STAINLESS STEEL CASING SPACERS AS MANUFACTURED BY CASCADE WATER WORKS MFG. COMPANY.OR APPROVED EQUAL SPACERS FOR PIPES OVER 48' MAY REQUIRE THREE PIECE SHELLS. SHELL CONNECTORS ABOVE 4NI' WILL BE RECEIVER BAR,/ WASHER PLATE TYPE. JACK AND BORE DETAIL N.F.S. G -5 wvmu w+v" r _■ �� .J 1M5 RIBBED FL/ ARRIER PIPE ASCADE MODEL CCES TAINLESS STEEL GASSING PACER OR APPROVED EQUAL SECTION A-A unnnx BRICK AND MORTAR OR RUBBER SEAL (TYPICAL) CASING END SEAL IR /IG 1. UNDERGROUND CROSSINGS REQUIRE A MINIMUM VERM& CLEARANCE OF 4A' BMW PAVEMENT SURFACE FOR FREEWAYS, 3B' FOR OTHER H16HLr/AYS OR 30- BELOW UNPAVED GROUND INOWDNG DMN GRADE PER F.D.O.T. 2, SEE TECHNICAL SPECIFICATIONS FOR CARRIER PIPE AND CASING PIPE REQURtE]IENTS. STAINLESS STEELS SPACERS SPACERS SHALL BE BOLT -ON STYLE WITH A TWO PIECE SOLID SHELL WADE FROM T -304 STAINLESS STEEL OF A MINIMUM 14 GA. 7H K306 . THE SHELL SHALL BE LINED WITH A RWED PVC SHEET OF A 0.080' THICKNESS THAT OVERLAPS THE EDGES. RUNNERS MADE FROM UHMW POLYME7R. SHiALL !?E ATTACHED 70 RISERS AT.APPROPRIATE POSITIONS TO PROPERLY LOCATE THE QVIRIM WITHIN THE CASING AND 70 EASE INSTALLATION. RISERS SHALL BE MADE FROM T -304 STAINLESS STEM OF A MINIMUM 14 GA" THICKNESS AND SHALL BE ATTACHED TO THE SHELL BY MIG WELDING. ALL WELDS SHALL. BE FULLY PASSNAIED ALL FASTENERS SHALL BE MADE FROM T -304 STAINLESS STEEL. CASINO SPACERS SHALL BE MODEL COS AS MANUFACTURED BY CASCADE WATER WORKS MFG COMPANY OF YORKVILLE ILL OR APPROVED EQUAL PLACEMEMT OF SPLICERS ON CARRIER PIPE 1. GENERAL- ONE SPACER SHALL BE PLACED NOT MORE THAN TWO FEET FROM EACH END OF CASINM SUBSEQUENT SPACERS SHALL. BE PLACED AT IC -10- INTERVALS WITHIN THE CASND, OR N ACCORDANCE WITH PIPE MANUFAClURFJYS RECOMMENDATIONS. 2- PVC CARRIER- ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION- SPACER INM 7W BELL WITH THE BELL OF THE�,�SO THATHE SPACER BE IN PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOW. SUBSEOUDii' SPACERS SNAIL BE PLACED AT W-4" INTERVALS. OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STANDARD NO OF RUNNER REQUIRED UP TO 14' CARRIER PIPE - 4 REQUIRED OVER 14' THROUGH 38' CARRIER PIPE - - 8 REQUIRED OVER 36- THROUGH 4a' CARRIER PIPE - 7 REQUIRED CARRIER PIPE CARRIER PIPE SHALL. BE CENTERED WITHIN CASINO BY USE OF MODEL CCS STAINLESS STEEL CASING SPACERS AS MANUFACTURED BY CASCADE WATER WORKS MFG. COMPANY.OR APPROVED EQUAL SPACERS FOR PIPES OVER 48' MAY REQUIRE THREE PIECE SHELLS. SHELL CONNECTORS ABOVE 4NI' WILL BE RECEIVER BAR,/ WASHER PLATE TYPE. JACK AND BORE DETAIL N.F.S. G -5 wvmu w+v" I 0 N x r\ R x H 10 m (JO °off o� IX :3 N N N N N :3P wn .(x pp N nn �y ' ® H N •d H N M1 c to o o a a 16 C121 18' X 18' X 8' CONCRETE COLLAR 16 C 2 M2 eARS cDNnNUOUS AND 4 f4 BARS DIAGONAL: (r MIN. COVER FOR REINFORCING STEEL) f SPECIFY LETTERING AS SPECIFY ;'SEINER'. OR 'WATER' DEPENDING ON USE I Us_ A PLAN VEtr PROVIDE A 3' DIAMETER BRA'S DISC ANCHORED IN CONCRETE COLLAR 1 B' MAW SIZE OF MAIN OR BY- -PASS 51 TURNS TO NUMBER OF TURNS TO'OPEN OPEN - C: DIRECTION TO TURN TO OPEN DARLING VALVE MANUFACTURER 1994 YEAR VALVE INSTALLED NON PAVED AREAS PAVED AREAS PROVIDE A 3' DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR FlNISHED GRADE--% z 0 n 4 I- 18'�X 18' X B' CONO COLLAR CONTINUOUS AND 48f4 BARS DIAGONAL FINISHED PAVEMENT `- DR 18 PVC PIPE ((-90D DR 14 PVC PIPE IN PAVED AREAS. -) PIPE SHALL NOT BENT ON V VE OR PRESSURE MAW PRESSURE MAIN ALL VALVES USED IN WATER DISTR"AMON SYSTEMS SHALT. BE' OF THE RESILIENT SEAT TYPE IN ACCORDANCE WTTN AWWA C -509 TYPICAL VALVE SETTING DETAIL N.T.S. G -7 i w u Re wzojz "I" M. .,,, LEN M OF HDO PAVED ROADWAY ON CLEARANCE PER PPEL E SEPARA m CARERM N S7: mm 1. DESIGN CIRn M '• r 1. ALL WDRK SHALL DE IN ACCORDANCE WIT" SEEMONS 1 AND 02!00 OF 7HE COWER COUNM UMI S SADARD3 MANUAL 2 ALL HOD PWAUTATION ACINIES SWILL RE N ACCORDANCE WITH THE FDOT VMM AC001010 MIOIN,S MANUAL AND 7NE COLTER COLRRY UMMES SiAMPARDS AM PROCEDURES ORDNANCE 3 THE CONTRACTOR SNALL'W'RESPONISBLJi FOR NOTFIGIUM OF AFFEM AOQN= AD CAORINNOMON W M ALL UIUM PRIOR TO CONSTRUCNDIL 4. AM CONSTRUCIION WON-% NCLL" DRIWNO ELUTE. SiMl BE WXWED FROM 7IE $a PWOR TO RESTORK" OF D6RNBED AREAS. L ALL R6TORA IDN WRK SHALL BE N ACCORDANCE WITH 71E COWER COUNTY UIOJTES STANDARD MANUAL NL DMWA7DN5 SHALL BE RESTORED N ACCORDANCE WITH 7LE COLLIER COUNTY UTILM STANDARD MANtM AND STANDARD DETAILS FOR TRENCH REMRAWK 1. CASDKN DIAMETER SHALL BE N ACCORDANCE WITH THE TECHNICAL SPECF)WnM & NO SPACERS REOUNEL IL ALLOW 20' BEM M VALVE AND END OF DAS a 10. CASINO AND VALVES REI7URED AT FALL END OF HDD FOR COUNTY ROADS AND STATE ROADS AND AT NTERSELTDNS WITH COLNIY ROADS AND STATE ROAM PROPOSED HOD AUGMENT TT i 3�7?G x� �o J z � W Z v m W C.7 a a Z K O K b, �0 WA �> OZ OE IL!5 R w Nt x§ 3 .. t M O 1 r0i 1 h W W N v °0�!a l05 r ai O W za n, z 0 4:R Y a C y � u n� zoo 000�z� C9 a �W ro /%�b W r CIS a 2 0 � Z WCI Jp N o n CS En aN yy c Z\W W CL Lag 06 • z N �O6 a_ vo b�oM CIl � as On �l q�W z z M gm U M O v � a O O x E!6 CC J zm U' Y � _ mdmm xEl 3 Ma t U S o� oa2 ap N f" W 0 6. a DD w R W IL x co 3 f as ! 00 R 4 W 3j Zz 0 U o� g 221 16. r.2 J WO U n W b z �p 0 . 0 Li !7 V M a ?z o 3 3 m 00 M mea a1 (� F- a 3 m Oa. [Cl W C W � c W m W 00 Z 00 O �m` mp N M J &9 am �Za o Jm m nn s�Fa m 12 �z �On a a & a �cp.�v�i �a NP -1 ftvm .k 4 /7vu ao ax xJzw� Z D � xCO w� O J Z � W 6s m D N a� ual ee O F. E WO N N m W � o i cS New 1 W N ( tq O, w W �W o,�z3 o�a—. ZIF-p� pOjz Ma alLl o ° � C, n Z O O d� w Y w r aa► L m ZWW JN Op �m m a\ 0 3 O IL it U �p N � O w CL °- U p Ix N Ix 00 �„, zv a i 0 J . U O " m +Nf w a Z O <i N CL pUWyZlx �� F2Stwn 16 C2'. I• X I� 0 m i iN(n/ Gsi �- <2 m s0 0 O � Oz w b mg fa � D O o fa IL ® z U M U3 If �� ma z Wo� o 3d m °o mORE� BoW °d m = p� 'N OF 3m 12 vi w I.j �4J - w� CL o ni a -mod wao m w i �o m °w mN N Z° n W IL tg� W� �� Q Z <� Vp1 Vy�J �N Imo- toe W CL < Ow U O Ur �o W < < IL IL x MM W O 4 = 4 U Z N - In 1D h f0 i �s a 8 LX A w Z a a w a x W o a: Ix J "Nw ,3z 2Z U N fr � O vi z NP -2 REVEM 4/12/" GENERAL NOM, PLAN PLAN VIEW MAY NOT BE TYPICAL OF ALL SITES. ALTERNATE LAYOUTS ARE TO BE DEVELOPED BY THE CONTRACTOR ON A SITE SPECIFIC BASIS. ELECTRODE GROUNDING CONDUCTOR PROVIDE MAIN SERVICE SURGE SUPPRESSOR ON LOAD SIDE OF SERVICE DISCONNECT RATED FOR 55,000 AMPS At SERVICE VOLTAGE: WEATHERPROOF ENCL LEA DYNATECH USP -M SERIES SERVICE GROUND ROD-\ Jrt SERVICE DISCONNECT ENCLOSED BREAKER • ELEVATION 1. FUTURE TELEMETRY CABINET 2. STAINLESS STEEL U -STRUT CHANNEL SUPPORT. PROVIDE AND INSTALL WITH STAINLESS STEEL. HARDWARE. PROVIDE IN LENGTHS AS REQUIRED. AND DICTATED BY EQUIPMENT. 3. FP&L APPROVED METER SOCKET. 4. ENCLOSED CIRCUIT BREAKER DISCONNECT. SERVICE ENTRANCE RATED. 5. STRUCTURAL SUPPORT: 6'XB'x1O' MINIMUM PRE -CAST CONCRETE POST. -6. PROPOSED VALVE CONTROL TELEMETRY INTERFACE CABINET (VCC) 7. 5/8'x20' DRNEN GROUND ROD WITH #6 COPPER SOLID; CONDUCTOR BONDED TO VCC CABINET. AND STEPDOWN TRANSFORMER WHERE APPLICABLE ALL CONNECTIONS TO GROUND RODS. TO BE EXOTHERMALLY WELDED. 6. NEMA 3R TRANSFORMER (WHERE APPLICABLE), 480 V., 1 PHASE PRIMARY - 120/24OV., 1 PHASE SECONDARY, TRANSFORMER RATED AT 3 KVA. NON- POTABLE IRRIGATION CONTROL PANEL MOUNTING DETAIL N.T.S. 16 C2 NP -31 DUCTILE IRON TAPPING SADDLE W/ GALVANIZED STRAPS rl 1' CORPORATION STOP frrl* POLY- TUBING 'EDRD'J - SERVICE WYE 1' POLY TUBING, TYPICAL. t ROW LINE Ali/ r METER BOX. TYPICAL 16 C2 t + IRRIGATION LOT LINE IRRIGAMONT' I CUSTOMERS CURB STOP GATE VALVE METER IRRIGATION MAIN I MULTI - SERVICE CONNECTIONS PLACE CURB STOP AND METER WILL ONLY BE MIDWED SERVICE BOX INSIDE LOT LINE AT LOT CORNERS. FOR TWO SINGLE FAMILY LOTS. MLn MP1 E IAETER SERAM CONNECTIONS RDW LINE ASPHALT FINISHED GRADE �ASPHALT PAVING CONC..SIDEWALK \ t—i L�zl _z 3-. 40 PVC CONDUIT IRRIGATION MAIN DUCTILE IRON TAPPING SADDLE W/ GALVANIZED / STRAPS / METER BOX GATE -VALVE I. 'FORD' CONNECTORS Y 44-284 OR APPROVED EQUAL SHALL BE AMR METER USED FOR MULTI - SERVICE SUCCESSIVE TAPS INTO IRRIGATION MAIN WILL BE NO CLOSER TWN 24' APART. WYE STRAINER 1 2. ALL CASING PIPE SHAIl EXTEND A MINIMUM OF 5' BEYOND THE ' CURB STOP EDGE OF PAVEMENT, WITH A CASING DIAMETER TO BE NO LESS TFM 3' CONDUIT SHALL BE MARKED WRH A 3M MAGNETIC MARKER. 3. TAPPING SADDLE. CORP. STOP. POLY TUBING, CURB STOP. AND ` METER BOXES SHALL BE INSTALLED BY UNDERGROUND UTILITY 1 l CONTRACTOR AT THE TIME OF IRRIGATION MAIN NSTALIATmN. I 4. MATMAL SPECIFICATIONS / e- TAPPING SADDLES, SADDLES SHALL BE DUCTILE DOUBLE STRAP OR BRASS DOUBLE STRAP AS MANUFACTURED BY FORD F202 OR 2028 \ OR APPROVED EQUAL MIN. SADDLE SIZE 1'. b. SFCUiALL��N BALLCORP AND MADE OF RED BRASS - OUTLET - -- COMPRESSION TYPE FOR POLYETHYLENE TUBE AS MANUFACTURED BY FORD FO 1000 OR APPRDVED EQUAL COMPRESSION INWIT - SHALL BE STAINLESS STEEL G CURB STOPS - BALL VALVE: SHALL BE MADE OF RED BRASS - MET - PACK JOINT - OUTLET - SWNEL NUT FOR METER CONNECTION AS MANUFACTURED BY FORD -B 43-344 OR APPROVED EQUAL. d. TUBING: SHALL BE POLYETHYLENE. PE3408. (AWWA C -801. SDS 9 -20D) AI PURPLE IN COLOR SIZES SWILL BE 1' FOR 3/4' & 1' MEIEStS, AND 2' FOR 1 1/2' TO 2' METERS. e• METER BOXES: 3/4' TO 1' METERS - ALLIANCE 12' AUTOMATIC METER READER (AMR) PAX (18AMR SERIES) OR APPROVED EQUAL. CAST IRON READ LID 1 1/2' TO 2' METERS - ALUANCE 12'. AUTOMATIC, METER READER BOX (16AMR SERIES) OR APPROVED EQLAAL, CAST IRON READ LID TYPICAL IRRIGATION SERVICE METER SETTING DETAIL FOR CONNECTION TO IRRIGATION MAIN N.T.S. NP -4 W99M •n=om z v 0 PVC STREET ELL FINISH GRADE z M a t- N 3/4" STONE - 1% M,1� �-1 " BRASS PIPE -1" BRASS CORP. STOP (MUELLER H -10046 OR McDONALD 4104BF) ,l" DOUBLE STRAP TAPPING SADDLE BRASS. WATER MAIN J16. CHANNEL MODEL C.C. WATER DEPT. SIGNATURE SERIES PEDESTAL HOUSING P/N SPH 12122C1000OW COLOR - DARK GREEN �-S.S. POST WITH S.S. HARDWARE AND S.S. LOCKING HASP WITH BRASS LOCK - KEYED FOR COWER COUNTY COMBINATION AIR RELEASE VALVE GA INDUSTRIES FIGURE 945, OR APPROVED EQUAL -SCH. 80 NIPPLE 1" BRASS CORP. STOP (MUELLER H -10046 OR McDONALD 4104 WITH COUPLING AS NECESSARY.) ter-: -- ._- ................_.. _ _ 6" MIN. F ELBOW (TYP.) JI3 -1—U IAtJLt +KKlGAI ION INAT AIR RELEASE VALVE DETAIL N.T.S. NP--5 REVISED: 4/12/04 PAVED AREAS �I NON -PAVED AREAS PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR. DISC SHOULD PROVIDE THE FOLLOWING INFORMATION: SIZE OF MAIN. NUMBER OF TURNS TO OPEN, DIRECTION TO TURN TO OPEN, VALVE MANUFACTURER AND YEAR VALVE . INSTALLED. 18" X 18" X 6" CONC. COLLAR 2 14 BARS CONTINUOUS AND 4 #4 BARS DIAGONAL FINISHED PAVEMENT -� VALVE BOX SHALL NOT BEAR ON VALVE OR. WATER MAIN.- MEGALUG M.J. RETAINER GLANDS (TYP.) M.J. RETAINER GLAND W/ RUBBER SEAL -\ EXTEND BLOWOFF 24" ABOVE FINISHED GRADE - FINISHED GRADE -. UNE SIZE GATE VALVE (SEE NOTE M.J. TAPPED. CAP W/ HOSE BIBB M.J. 45' ELBOW WITH MEGALUG M.J. RETAINER GLANDS. (TYP.) ,SIDE VEEW 1voT1 =: 1 M.J. TAPPED CAP W/ HOSE BIBB IS TO BE REMOVED AFTER INITIAL BACTERIOLOGICAL CLEARANCE AND PRIOR TO WATER MAIN ACCEPTANCE. 2. SEE TECHNICAL SPECIFICATIONS SECTION 15100 FOR GATE VALVE AND VALVE BOX REQUIREMENTS. TEMPORARY BLOWOFF ASSEMBLY `.S. VII -1 REVISED: 4/12/04 PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR. DISC SHOULD PROVIDE THE FOLLOWING INFORMATION: SIZE OF MAIN, NUMBER OF TURNS TO OPEN, DIRECTION TO TURN TO OPEN, VALVE MANUFACTURER AND YEAR VALVE INSTALLED. 18" X 18" X.6" CONC COLLAR AUTOMATIC FLUSHING 2 #4 BARS CONTINUOUS AND 4 DEVICE BASE #4 BARS DIAGONAL 3/4" STONE- -� VALLEY GUTTER OR EDGE OF PAVEMENTS 2" BRASS VALVE. BOX SHALL NOT BEAR ON VALVE OR WATER MAIN— WATER MAI N MEGALUG M.J. RETAINER GLANDS (TYP.) LINE SIZE GATE VALVE 16 C2 4- 24" MIN. R.O.W. LINE AUTOMATIC f FLUSHING DEVICE 90' _ d N 6" MIN. r I t 24" 2" BRASS 90' N DIAMETER 2" CURB STOP WITH VALVE BOX & COVER 2" BRASS SUPPLY PIPE 2" BRASS 90 2" BRASS SUPPLY PIPE M.J. TAPPED CAP W /2" THREADED TAP. NOTE: 1. PIPING SHALL BE INSTALLED UP TO 2" CURB STOP W/ VALVE BOX & COVER AT TIME OF MAIN INSTALLATION. 2. AUTOMATIC FLUSHING DEVICE SHALL BE INSTALLED AFTER MAIN LINE HAS BEEN BACTERIOLOGICALLY TESTED, BUT PRIOR TO TIE -IN. 3. ALL THREAD HARD . PIPING SHALL BE BRASS. 4 SEE TECHNICAL SPECIFICATIONS SECTION 15100 FOR GATE VALVE AND VALVE BOX REQUIREMENTS. 5. AT TIME OF ACCEPTANCE WATER DEPARTMENT WILL INSTALL 2" METER. 6. PROVIDE LITERATURE ON FLUSHING STATION IN THE EVENT OF PROGRAMMING CHANGES. AUTOMATIC WATERMAIN FLUSHING DEVICE DETAIL N.T.S. W -2 REVISED: 4/12/04 PROVIDE A 3' DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR. DISC SHOULD PROVIDE THE FOLLOWING INFORMATION: SIZE OF MAIN, NUMBER OF TURNS TO OPEN, DIRECTION TO TURN TO OPEN, VALVE MANUFACTURER AND YEAR VALVE INSTALLED. ----- x 18' X 18' X r CONC COLLAR 2 #4 BARS CONTINUOUS AND 4 #4 BARS DIAGONAL — 7.5' -W SEE PLANS CURB, GUTTER, OR EDGE OF PAVEMENT DR 18 PVC PIPE (C -900 DR 14 PVC PIPE IN PAVED AREAS.) PIPE SHALL NOT BEAR ON VALVE OR WATER MAIN CONTRACTOR SHALL CONTACT LOCAL FIRE DISTRICT FOR PAINT COLOR AND HYDRANT SPECIFICATIONS WATER MAIN 1 / DR 18 PVC PIPE ICI J (C -900 DR 14 OR NOT TAP PVC PIPE IN PAVED AREAS.) 2' MIN IGHT OF WAY LINE OR SIDEWALK eo� �TRAFFIC BREAKAWAY FLANGE G K 6' THICK .X 24' SQUARE CONCRETE BREAK SLAB WITH #4 .BARS AS REQUIRED SUPPLY WITHOUT DRAIN OR PLUG DRAIN OPENING BEFORE INSTALLATION ETAINER LNDS �TYP.) NOUS: 1. HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE CAST ON BARREL 2 ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED. 3. B' TO 12' TAPPING SADDLE MAY BE EITHER STAINLESS STEEL OR D.L AT ENGINEER OPTION. ALL TAPPING SADDLES OVER 12' SHALL BE D.I. UNLESS PIPE MATERIAL IS ASBESTOS CEMENT, IN WHICH CASE STAINLESS STEEL WILL BE USED. 4. ALL FIRE HYDRANT BARRELS SHALL BE A MINIMUM 5 -1/4' IN DIAMETER. 5. ALL FIRE HYDRANTS INSTALLED SHALL BE OF THE BREAK AWAY FLANGE TYPE AND MEET THE REQUIREMENTS OF THE LAICAL FIRE CONTROL DISTRICT. 8. HYDRANT SHALL CONFORM WITH AWWA C -502 7. THRUST RESTRAINT SFWl BE BY MEGA.UG M.J. RETAINER GLANDS. m REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY (PROVIDED BY CONTRACTDR) SUPPLIED WITH AMMONIA. A; CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. ASSEMBLY SHALL COMPLY WITH AWWA M-14 STANDARDS. APPROVED DEVICE$; FEBCO (EXCEPT MODELS 850 AND 860),CONBRACO, WILKINS- ZURN, AND WATTS. TEMPORARY METER TO BE PROVIDED BY COWER COUNTY, WITH A 48 HOUR NOTIFICATION. CERTIFIED BACK- FLOW TESTER TO BE ONSITE AT THE TIME THAT THE METER IS SET. -� SCHEDULE 80 PVC (TYP.) FLOW 16 cz" 14TRDOID A" NEW MNN u —i �-M.J. TAPPED CAP W/ 2' --_ttr --r THRUST THREADED TAP BLOCK 4' MIN. / 6' MAX. STAINLESS STEEL OR CAST f IRON TAPPING SADDLE GATE VALVE (MAIN LINE HOT TAP) EXISTING MAIN NOTESo 1. FINAL CONNECTION TO BE WITNESSED BY COWER COUNTY WATER DISTRIBUTION. Z MJ TAPPED CAPS TO BE PROPERLY RESTRAINED. 3. INSTALL JUMPER TAP SYSTEM FOR TEMPORARY METER DOWNSTREAM OF BLIND FLANGE FOR CONSTRUCTION WATER. 4. 6' TO 12' TAPPING SADDLE MAY BE ETHER STAINLESS STEEL OR C.I. AT ENGINEERING OPTION ALL TAPPING SADDLES OVER 12' SHALL BE C.I. 5. JUMPER ASSEMBLY MUST BE MINIMUM OF 18' ABOVE FINISHED GRADE 6. BACKFLOW ASSEMBLY REQUIRES INITIAL CERTIFICATION BY CERTIFIED BACKFLOW TESTER. 7. THIS ASSEMBLY SHALL ONLY BE USED IF NO COMBUSTIBLES WILL BE ON SITE. IF COMBUSTIBLES ARE BROUGHT ON SITE, THEN THE TEMPORARY BACKFLOW PREVENTORS & FIRE PROTECTION METER TIE -IN ASSEMBLY SHALL BE USED. 8. THIS ASSEMBLY IS NOT APPROVED TO PROVIDE FIRE PROTECTION WATER TO THE SITE DURING CONSTRUCTION. ASSEMBLY NOT TO BE REMOVED AND SPOOL PIECE INSTALLED FOR FINAL CONNECTION UNTIL AFTER TESTING, BACTERIAL CLEARANCE, . FINAL INSPECTION AND COUNTY ACCEPTANCE 9. GAP CONFIGURATION TO BE INSTALLED WITHIN 24 HOURS OR LESS AT THE DISCRETION OF THE WATER DISTRIBUTION DEPARTMENT. N.T.S. W -4 RUM- 4/121 1 16- c2 Z 2 0 r) PVC STREET EH IaPI».111MV70121 3/4" z L d- N 1,X Mfg"' �-1" BRASS PIPE 1- BRASS CORP. STOP (MUELLER H -10046 OR McDONALD 41048F) /-1" DOUBLE STRAP TAPPING SADDLE BRASS. WATER MAIN CHANNEL MODEL C.C. WATER DEPT. SIGNATURE SERIES PEDESTAL HOUSING P/N SPH 12122C10000W COLOR — DARK GREEN /,—S.S. POST WITH S.S. HARDWARE AND S.S. LOCKING HASP WITH BRASS LOCK — KEYED FOR COLLIER COUNTY COMBINATION AIR RELEASE VALVE GA INDUSTRIES. FIGURE 945, OR APPROVED EQUAL -SCH. 80 NIPPLE 1" BRASS CORP. STOP (MUELLER H -10046 OR McDONALD 4104 WITH COUPLING AS NECESSARY.) 6" MIN. (TYP.) POTABLE WATER AIR RELEASE VALVE DETAIL N.T.S. W-5 REVISED: 4/12/ RIGHT OF WAY LINE OR SIDEWALK 4" X 4" REINFORCED CONCRETE POST 1/2° STAINLESS STEEL ANCHORS 2 -1/2" LONG 2' 18 "x18" CONC COLLAR BURY LENGTH SHOULD BE -1/2 THE PIPE DEPTH to 16 SAMPLING STATION. THE KUPFERLE FOUNDRY CO. ECLIPSE NO. 88 WITH . 1/4" PET COCK AND BRASS-STANDPIPE S.S. POST WITH S.S. HARDWARE AND S.S. LOCKING HASP WITH BRASS LOCK - KEYED FOR COLLIER COUNTY w TO ROADWAY o O U 3/4" POLYETHYLENE -� WATER SERVICE TUBING FORD L86 -33 ELL COUPLING WITH S.S. INSERT AND FORD C18 -33 BUSHING 1i�`aea'XIT-M 1 ca FORD S90 BRASS SADDLES WITH F1101 CORPORATION STOP FOR PVC C -900 6" TO 12 ". D.I. PIPE ALL SIZES SHOULD BE DIRECT TAP WITH. FORD F1001 CORPORATION STOP (OR APPROVED EQUAL). PERMANENT BACTERIAL SAMPLE POINT DETAIL N.T.S. W -6 REVISED: 4/12/04 PROVIDE A 3' DIAMETER BRASS DISC ANCHORED IN CONCRETE DISC SHOULD PROVIDE THE FOLLOWING IN � lft: SIZE OF MAIN. NUMBER OF TURNS.TO OPEN, DIRECTION TO TURN TO OPEN, VALVE MANUFACTURER AND YEAR VALVE INSTALLED. DR 16 PVC PIPE (C -900 DR 14 PVC PIPE IN PAVED AREAS.) PIPE SHALL NOT BEAR ON VALVE OR WATER MAIN. CURB, GUTTER. OR EDGE OF PAVEMENT 18' X 18' X 6' CONC COLLAR 2 #4 BARS CONTINUOUS AND 4 #4 BARS DIAGONAL, 2' MIN. 46 k Raw. Lac ao 16 C2 7.5' m 6' THICK x 24' SQUARE SEE o m CONCRETE BREAK SLAB WITH PLANS #4 BARS AS REQUIRED PPLY WITHOUT DRAIN OR PLUG DRAIN OPENING BEFORE INSTALLATION WATER MAIN MEGALUG M.J. RETAINER HYDRANT TEE MEGALUG M J. RETAINER DR 18 PVC PIPE GLANDS (TYP.) OR HOT TAP �D (TYP.) (C -900 OR 14 PVC PIPE IN PAVED AREAS.) NOTES* 1.HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE CAST ON BARREL. 2. ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED. 3. VALVE BOX RISER SHALL NOT BEAR ON VALVE OR PIPE. 4. ALL FIRE HYDRANT BARRELS SHALL BE A MINIMUM OF 5-1/4' DIAMETER. 5. ALL FIRE HYDRANTS INSTALLED SHALL BE OF THE BREAK AWAY FLANGE TYPE AND MEET THE REQUIREMENTS OF THE LOCAL FIRE CONTROL DISTRICT. 6.6' TO W TAPPING SADDLE MAY BE EITHER STAINLESS MM OR D.I. AT ENGINEER OPTION. ALL TAPPING SADDLES OVER 12' SHALL BE D.I. UNLESS PIPE MATERIAL IS ASBESTOS CEMENT, IN WHICH CASE STAINLESS STEEL WILL BE USED. 7. HYDRANT SHALL CONFORM WITH AWWA C -502. 8. THRUST RESTRAINT SHALL BE BY MEGALUG M.J. RETAINER GLANDS. DEAD END FIRE HYDRANT DETAIL N.T.S. W—% REVlSM 4/12/0 16 C 2 REDUCED PRESSURE DEVICE, SUPPLED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL/FM APPROVED, FOR FIRE SERVICE INSTALLATION. APPROVED DEVICES: FEBCO (EXCEPT MODELS 850 AND 860), COMBRACO, WATTS WILKINS —ZURN. CONC. FDN. (iYP) FULL RISING STEM AND RESILIENT SEAT LENGTH OF ASSEMBLY (TYPICAL) 2 PLACES 4' WIDE. 6' THICK 6'X6' 10X10 FLANGED GATE VALVE WITH WELDED WIRE M ,�2 t /2' X Y REDUCING FLANGES 1. CONNECTIONS REFER TO ANY OUTLET PERMUTING ACCESS TO INTERNAL FIRE SYSTEM (HYDRANTS, ETC). 2. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY- OWNER, STARTING FROM THE GATE VALVE AT PROPERTY LINE. 3. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED, CERTIFIED TESTER, WITH RESULTS AND ANNUAL TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT. 4. ALL PLANTING SHALL BE A MINIMUM OF 3' FROM EDGE OF SLAB. AND SHALL PROVIDE A 3' ACCESS OPENING. 5. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. 6. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61 THIS DETAIL CONSTITUTES MINIMUM STANDARDS. DESIGN ENGINEERS SHALL PROVIDE STANDARDS EQUAL TO OR GREATER THAN THESE FIRE SYSTEM DETECTOR CHECK ASSEMBLY DETAIL WITH NO CONNECTIONS PERMITTED DOWNSTREAM (2■ & 3' N.T.S. W -8 REVISED: 4-/12/ ■� ■u��n!� ■u'7 . � � a -a a �li, �pEj' Ir _NV \4:v'Nv 1. CONNECTIONS REFER TO ANY OUTLET PERMUTING ACCESS TO INTERNAL FIRE SYSTEM (HYDRANTS, ETC). 2. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY- OWNER, STARTING FROM THE GATE VALVE AT PROPERTY LINE. 3. BACKFLOW DEVICE REQUIRES INITIAL CERTIFICATION BY AN APPROVED, CERTIFIED TESTER, WITH RESULTS AND ANNUAL TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT. 4. ALL PLANTING SHALL BE A MINIMUM OF 3' FROM EDGE OF SLAB. AND SHALL PROVIDE A 3' ACCESS OPENING. 5. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. 6. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61 THIS DETAIL CONSTITUTES MINIMUM STANDARDS. DESIGN ENGINEERS SHALL PROVIDE STANDARDS EQUAL TO OR GREATER THAN THESE FIRE SYSTEM DETECTOR CHECK ASSEMBLY DETAIL WITH NO CONNECTIONS PERMITTED DOWNSTREAM (2■ & 3' N.T.S. W -8 REVISED: 4-/12/ 1 1/2' RPZ ASSEMBLY, SUPPLIED W/ AMMONIA do CHLORINE RESISTANT SEALS AND SILICONE RUBBER SEALS UL LISTED/FM APPROVED PRESSURE. GAUGE 6 z1 -1/2' NEPTUNE PROTECTUS III OR UL I FM APPROVED EQUAL (FACTORY ASSEMBLED) (WTTH TOP ACCESS STRAINER ONLY) - �RIOWEGALJG ANERGDS TY I ER 16 C2. 1 1/2' CURB STOP 12' SPOOL PIECE W/ 1 1/2' TAP 1 1/2' TEE W/ 3/4' HOSSEE BIBBS RPZ ASSEMBLY, SUPPLIED WITH AMMONIA CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. METER UL LISTED /FM APPROVED. FOR FIRE SERVICE INSTALLATION AS REQUIRED 13Y COUNTY ORDINANCE AND AWWA M -14, APPROVED DEVICES: FEBCO (EXCEPT MODELS 850 AND 860), CONBRACO. _ WATTS. WILATE VALVE FLANGED GATE VALVE WITH RISING STT7Yt do RESILIENT SEAT (IYP. 12' SP W/ 1 1� MAIN SIZE PI UTILITY PLAN NOTES: 1 ALL ABOVE GROUND PIPE SHALL BE FLANGED END D.I.P. PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL 'BE STAINLESS STEEL. 2 WATER MAIN EXTENSION AND ASSEMBLY IS REQUIRED TO BE FLUSHED. CHLORINATED AND GIVEN BACTERIAL CLEARANCE BY THE WATER DEPARTMENT LAB BEFORE PLACEMENT IN SERVICE. 3 BACKFLOW UNIT AND METER REQUIRES INITIAL CERnFrATION FOR OPERATION AND ACCURACY WITH RESULTS AND ANNUAL TESTS SUBMITTED TO THE COWER COUNTY WATER DEPARTMENT FOR RECERTIFICATION. 4 INSPECTIONS ARE REQUIRED FOR SYSTEM TIE —IN AND ASSEMBLY CONNECTION. 5 ALL PLANTINGS SHALL BE A MINIMUM OF 3' FROM THE EDGE OF SLAB, AND PROVIDE A 3' ACCESS OPENING. 6. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL COMFORM TO NSF STANDARD 61. 7. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. " N.T.S. W-9 REVISED: 4/11V INSTALL INLINE GATE VALVE AT PROPERTY LINE OR RIGHT -OF -WAY LINE 0 cliTc- NEPTUNE PROTECTUS III WITH BYPASS OR UL LJSTED/FM APPROVED EQUAL (FACTORY ASSEMBLED) (W/ TOP ACCESS FACTORY APPLIED FUSION BONDED EPDXY COATED STRAINER ONLY) AIR RELEASE VALVE GA INDUSTRIES FIGURE 945 PROPERTY LINE OR RIGHT -OF -WAY LINE BRASS NIPPLI I Ir. SPOOL PIEC i -MSTALL RME GATE VALVE i AT PROPERTY LINE OR i RIGHT -OF -WAY LINE A" i. 1 MAIN SIZE PER UTILITY PLAN - M.J. 45 WITH MEGALUG M.J. RETAINER GLANDS (M.) — NOTES: AWUSTABLE PIPE SUPPORT STANDS AS REQUIRED ANCHORED TO PAD (T W) - I 6 �2 . 4 1 CONC. FNDN. (TYP) FULL LENGTH OF METER ASSEMBLY 4' WIDE, 6' THICK REINFORCED 6 X 6 10/10 WELDED WIRE MESH. PRESSURE PRINCIPLE BACKFLOW PREVENTOR SUPPLIED WITH AMMONIA & CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL LISTED/FM APPROVED. FOR FIRE SERVICE INSTALLATION AS REQUIRED BY COUNTY ORDINANCE AND AWWA M -14. APPROVED .DEVICES: FEBCO (EXCEPT MODELS 850 AND 860). CONBRACO. WILIQNS -ZURN AND WATTS. FLANGED GATE VALVE WII I RISING / STEM & RESILIENT SEAT (TYP.) 1 r SPOOL PIECE it MI ABOVE 1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END D.I.P. PRESSURE CLASS 350. ALL NUTS & BOLTS SHALL BE STAINLESS STEEL 2. (4) VEHICULAR GAURD POSTS TO BE INSTALLED AROUND METER. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL 3. CONNECTIONS REFER TO ANY OUTLET PERMITTING ACCESS TO INTERNAL FIRE SYSTEM (HYDRANTS. ETC). 4. AS THIS UNIT WILL REQUIRE PERIODIC TESTING, FACILITIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL PARALLEL UNITS TO PREVENT SERVICE INTERRUPTIONS. 5. ASSEMBLY WILL BE OWNED & MAINTAINED BY . PROPERTY OWNER, STARTING FROM THE FIRST ISOLATION VALVE PRIOR TO ASSEMBLY. S. COUNTY WILL REQUIRE DEDICATION OF THE MATERIAL UP TO AND PRIOR TO VALVE ON THE ASSEMBLY FROM THE COUNTY'S WATER MAIN. MAIN SIZE PER UTILITY PLAN 7. BACKFLOW -UNIT REQUIRES INITIAL CERTIFICATION BY AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT. 8. ALL PLANTINGS SHALL BE A MINIMUM OF 3' FROM THE EDGE OF SLAB, AND PROVIDE A 3' ACCESS OPENING. 9. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. 10.ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFDRM TO NSF STANDARD 61 11.REFER TO APPROPRIATE SPECIFICATION IN MANUAL FOR GATE VALVES. A.M.R. METER AND APPURTENANCES. N.T.S. W, 10 REVISE: 4/12/0 t t I t t I t t I 4 tl MV &'a r t t� INSTALL IN LINE GATE VALVE AT PROPERTY LINE OR RIGHT —OF —WAY LINE CONC. FNDN. STYP 4- WIDE X W LONG. 8 THICX REINFORCED 5 X 6 10/10 WELDED WARE MESH. VALVE WUM MODEL 475D1A REDUCED PRESSURE DETECTOR ASSEMBLY (AVAILABLE IN 4-, 6' AND 87 5 FT. 6 C 2 12' MIN. ABOVE SLAB FLANGED ORE VALVE WITH RISING STElI RESRIEM SEAT (tYP.) NOTES: 1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END D.I.P. PRESSURE CLASS 350, ALL NUTS & BOLTS SWYi BE STAINLESS STEEL. 2 4() VHG1Wt CW�RD P05i5 TO BE INSTALLED AROUND METER CONFIGURATION TO BE IliUSiRATm ON CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL 3. CONNECTIONS REFER TO ANY OUTLET PERMTIING ACCESS TO RITERNML, FIRE SYSTEM (HYDRANTS.. ETC. 4, AS THIS UNIT WILL REQUIRE PERIODIC 71ESTRdG. FACUIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL PARALLEL UNITS TO PREVENT SERVICE INTERRUPTIDNS. S. ASSEMBLY WILL BE OWNED 3 MAINTAHM BY PROPERTY OWNER. STARTING AFTER THE ININE GATE VALVE AT THE PROPERTY LINE OR RIGHT OF WAY LINE L BACKFLOW DEVICE REGUIRES INITIAL CERTIFICAIMN BY AN APPROVED CFXTIFIED 7ESTER WON RESUL75 AND ANNUAL TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT 7. ALL PLANTING SMALL BE A MINMUM OF 3- FROM THE EDGE OF SLAB. AND PROVIDE A X ACCESS OPENING. L ALL ABOVE GROUND PIPING INCLUDING ASSEMBLY SHALL BE PLANTED RUSTOLEUM FEDERAL SAFETY RED. 9. ALL COMPONENTS TNAT DOME RTTo CONTACT WITH DRINIONG WATER smALL CONFORLI TO NSF STANDARD 51 N.T.S. W -10A INSTALL INUNE GATE VALVE AT PROPERTY LINE OR RIGHT- -0E-NAY UNE VAL -WTIC NR W/ CORP. cl o 116 C2, ODNC. FNDN. CM) FULL LENGTH OF METER ASSOIBLY a WIDE, I' rr= AEIWORCED 5 X a 10/10 WENDED MARE MESH -�,_ rwn ,,R rrnJ UTLLRY PLAN MA 45 WITH MECAIM M.1. RETAINING GLANDS CM.) - SLAB ADJUSIABIE PIPE SUPPORT STANDS AS REQUIRED ANCHORED 7D PAD (IYP) - 1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END D.L.P. CLASS 51. ALL NUTS NI BOLTS SHALL BE STAINLESS STIRt- 2 (4) VFHICLAAR GUARD POSTS TO BE INSTALLED AROUND METER. CONFIGURATION TO BE LLLMSTRATED ON CONSTRUCTION. DOCUMENTS SUBMITTED FOR RENEW AND APPRMM- 3. CONNECTIONS REFER 70 ANY OUTLET PERMITTING ACCESS 70 INTERNAL FIRE SYSTEM (HYDRANTS. ETC). 4. AS THIS LINK WILL REQUIRE PFMLIODIC 7ESIWIT, FACLLTIES REAUINNG CONTINUOUS WARN SERVICE MAY Wo TO g%TM PARALIFI TAINTS 70 PREVENT SERA CE INTERRUPTIONS. S ASSEMBLY WILL BE OWNED s MAINVJNEO BY PROPERTY .OWNER. STARM4 FROM 7HE FIRST ISOLATION VALVE PRIOR 70 ASSEMBLY. L COUNTY WILL REQUIRE DEDICA710N OF M47ERML UP 70 AND PRIOR TO VALVE ON 7HE ASSEMBLY FROM THE COUNlYS WATER MAIN. 7. BAC*UM DEVICE REQUIRES INITIAL CER IFICA710N BY AN APPROVED CERRFED TESTER WITH RESUL73 AND ANNUAL.. TEST RESULTS SUBNTI7ED 70 THE COUNTY WATER DFPARIMENL 8 ALL PLANTING SHALL BE A MINIMUM OF X FROM THE EDGE OF SLAB. AND PROVIDE A 3'. NCB OPENING. 9. THIS ASSEMBLY SHALL BE PANTED WITH RED EPDXY PATE IGALL COMPONENTS THAT COME INTO CONTACT WITH DRINIONG WATER SHALL CONFORM TO NSF STANDARD 61 w -11 REVSM 4112A RIDUCRI PRESSURE PRINCIPLE BACIOLOMT PREVENTOR SiRAINFR (iDP ACCESS FACTORY APPLIED 3 4' BYPASS SUPPLIED WITH AMMONK & CHLORINE RESISTANT SEAL FUSION BONDED EPOOTY CQ47ED STRAINER ANp AND ,SILICONE RUBBER SEALS. UL L WEDAy APPROVED, 00" UL USTED/FM APPROVED. BACKRDW DEVICE FOR EIRE SERVICE INSTALLATION AS REQUIRED BY COUNTY ORDINANCE AND AWWA M-14. APPROVED DEVICEM FEBOO (F�fCEPI MODELS BSO_AND_ NO), CONBRACO, WD ADO: AIR VALVE WITH CORP. S10P NOV" 12' SPOOL PIOC� \`{► WLLIONS- ZURN,. AND WATTS FANGED GATE VALVE WITH RISING ^ ^ �r � SEAT (1YP.) rwn ,,R rrnJ UTLLRY PLAN MA 45 WITH MECAIM M.1. RETAINING GLANDS CM.) - SLAB ADJUSIABIE PIPE SUPPORT STANDS AS REQUIRED ANCHORED 7D PAD (IYP) - 1. ALL ABOVE GROUND PIPE WILL HAVE FLANGED END D.L.P. CLASS 51. ALL NUTS NI BOLTS SHALL BE STAINLESS STIRt- 2 (4) VFHICLAAR GUARD POSTS TO BE INSTALLED AROUND METER. CONFIGURATION TO BE LLLMSTRATED ON CONSTRUCTION. DOCUMENTS SUBMITTED FOR RENEW AND APPRMM- 3. CONNECTIONS REFER 70 ANY OUTLET PERMITTING ACCESS 70 INTERNAL FIRE SYSTEM (HYDRANTS. ETC). 4. AS THIS LINK WILL REQUIRE PFMLIODIC 7ESIWIT, FACLLTIES REAUINNG CONTINUOUS WARN SERVICE MAY Wo TO g%TM PARALIFI TAINTS 70 PREVENT SERA CE INTERRUPTIONS. S ASSEMBLY WILL BE OWNED s MAINVJNEO BY PROPERTY .OWNER. STARM4 FROM 7HE FIRST ISOLATION VALVE PRIOR 70 ASSEMBLY. L COUNTY WILL REQUIRE DEDICA710N OF M47ERML UP 70 AND PRIOR TO VALVE ON 7HE ASSEMBLY FROM THE COUNlYS WATER MAIN. 7. BAC*UM DEVICE REQUIRES INITIAL CER IFICA710N BY AN APPROVED CERRFED TESTER WITH RESUL73 AND ANNUAL.. TEST RESULTS SUBNTI7ED 70 THE COUNTY WATER DFPARIMENL 8 ALL PLANTING SHALL BE A MINIMUM OF X FROM THE EDGE OF SLAB. AND PROVIDE A 3'. NCB OPENING. 9. THIS ASSEMBLY SHALL BE PANTED WITH RED EPDXY PATE IGALL COMPONENTS THAT COME INTO CONTACT WITH DRINIONG WATER SHALL CONFORM TO NSF STANDARD 61 w -11 REVSM 4112A 16 C2 NILIm LImm aoL>I► DOUNE CIFIR DE7FSCOR ASS my i %NEE N N' OILY') ii t P VE]IC" OLIARO POST Irffl�-\ 0 0 NSTALL NllE cAE VALVE AT PROPERLY LM oR - R1p1hOF-INY LNE t7AROED CA7E VALVE OLIH s aESaorF � � 12' WIL ABOVE SLAB 4P WE X Q j a, s Too W,mm MUTES+ VALVE SErIFR 1. ALL ABWE OMM PPE TIEL WIVE RNIOED END DLP. PRESSURE MSS aeo, ALL . LERB ! eons SNLL BE spoat9 sLm. s I41 VF?sR1Wt o1WD P061S 10 !E NSWIID = IE TEA OOINItillltagM 10 � �SIRRED oM C016'IRUCeOR DoallErils sLB1mEn FOR lEW" AND APPRIAWL S =Fr 10 NK OVRET PE WOM ACCESS 70 MENIAL FIRE SWM EM I. AS IM INF OLL REOIARE PL70001C 7FS7ND. FACtRFS REOIIQiND OONINUOCIS wO17t S4RYM NEW W SH 70 I6TNL PARAEIFL UIEB 10- PREVENF SEANCE NIE7I LIPIpMS. CL ASSUMU TILL BE oVRm ♦ MWIMM D er PROMM OWHIM SIAM IO AFFFR IM NLNE WE 181111E AT IM PROPERN WE OR MW-W TERY LM a BA00TDN DENCE REDVNE9 MK CERnRMMM BY AN APPROVED COMM 7EMM FILM RESULTS AND AMROIL TEST RCUM SLIM 70 7W COVNIY MISR DEPARIIEML 7. Amy 9WL W A M11 11AI OF Y FROM THE EDOE OF SAB, AND PROVIDE AX - L A DROP" PIPM 91MI 10 ASSEIB.Y MWIL T£ PJWILD RUSTM W FEMIAL UAA�OVE RM - L Au COEFOENLS MW DONE MID CMOACT WN MWOM HATER SIM CONFM 7D NSF sowDARO -0 - COMPACT DETAIL WMi FIRE SYSTEM DETECTOR CHECK ASSEMBLY NO CONNECTIONS PERMITTED DOWNSTREAM UCINS} (B' ONLYI - ILT.S W-1 1A 6 C2 FENlCO LTFSr D0ITBLJE a1ECx DETBCIDR As�AleLx. sLlPr1�D rrnN AMMOIN a CIaAIS+E RL37SWR � AIO SBICOIIE RLLBIEN 5aals uL t1sIED/iM APF7IIVFD� RI11 FiE:� I6TALWIOR AS IEDIIBE0 K CUM OTOMANCE AND Awls M-14. RANGED WE UM _ PRIME o�tt IE7Ot ON STEM a RESEM 5 FT L 4 R can I -VON" GUARD POST (TYi'j I I i o I O -R I18TAM Km OATS wat .a PROPERIY 111E OR FMO- OF-WAY LJt>E Ir LW - o SIDE VIEW PROFILE VIEW CONC. FNDK fr 4' TRUE i� S'x�1/s8 110/10 y� 1. All ABOVE GROUND PPE MRN. HVVVE RANGED END DIP. CIASS 51. ALL MM AID BOLTS _ SHAM BE SuM SS STEEL z MEWL LOCAM N m BE FM �1E101ED sr TE EMTIlEtF7! aR HS DE3R71EE.. 3. CON11E1:RO11S REFER m ANF txmET F17aBRBO ACC63 m HERBAL FFE SYSiENI pnOMNLS. EM)L BI11pp,, SEPOO E mRfWON ro IUM ; Mtti�uil! m0PREVOW SMACE M ML • ASSE:W ML BE COM a YANIAfED BI PRDr ERIY owrER sWRB10 AFTER T►E Ea1E GATE rRtrE AT t1E PROPENEtY LIE L1E RIONhaF -Nn ulE I.9ACKFWW CENACE RELNIBE3 BRIIAt. CERIMCK" IN AN APPROVED CERRFE><T TESTER TRM RESULTS AND ANNUAL TEST REMTS Sl DICTED m 11E aouN1Y TYOi1t D@ARIIEM. 7. ALL MANTIC OWL BE A MOM OF 3' FROM THE EDGE OF SL^ NO POOVpE A r ACCESS OPETINOL QUM 6 LL MO MA PRO I1CllM4 ASSEMY SHALL IE PM11ED RUSTOIELIM FEDERAL 0. ALL CWCIDRS TWLT COME MD CCMIICT "M me= RaER SHML COwSIIM -TD -MW SEA &" I1 COMPACT FIRE SYSTEM DETECTOR CHECK ASSEMBLY J DETAIL WITH NO CONNECTIONS PERMITTED DOWNSTREAM KTS W -11 B Mi�EDe V� ROW LINE DUCTILE IRON TAPPING SADDLE I METER BOX. TYPICAL W/ 9.WANI2ERt-llRW_%, 1' CORPORATION STOP 16 C2 1' POLY — TUBING POTABLE LOT LINE 'FORD' POTABLE SERVICE WYE 1' POLY— TUBING. TYPICALL, I CUSTOMERS CURB STOP / GATE VALVE WATER MAIN METER MULJI— SERVICE CONNECTIONS PLACE CURB STOP AND METER WILL ONLY BE ALLOWED SERVICE BOX INSIDE LOT LINE AT LOT CORNERS. FOR TWO SINGLE FAMILY LOTS. ROW LINE FOGSHFD GRADE ASPHALT PAVING CONIC; SIDEWALK z A& 40 PVC CONDUIT WATER MAIN DUCTILE IRON TAPPING SADDLE W/ GALVANIZED STRAPS I. ' FORD' CONNECTORS Y 44-284 OR APPROVED EQUAL SFWl BE USED FOR MLX31— SERVICE. SUCCESSIVE UPS INTO WATER MAIN WALL BE NO CLOSER TOM 24' APART. 2. ALL CASING PIPE SHAM. EXTEND A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WITH A CASING DIAMETER TO BE NO LESS THAN 3' CONDUIT SHALL BE MART® WITH A 3M MAGNETIC MARKER. 3. TAPPING SADDLE, CORP. STOP, POLY TUBING, CURB STOP. AND METER BOXES SHALL BE INSTALLED BY UNDERGROUND UTILITY CONTRACTOR AT THE TIME OF WATER MAIN INSTALLATION. GATE VALVE MEiit �� ; (AT OWNERS AMR METER WYE SIRAITNER ` / CURB STOP 1t I l f 4. MATERIAL SPECIFICATIONS / o• TAPPING SADDLES: SADDLES SNAIL BE DUCTILE DOUBLE STRAP OR BRASS DOUBLE STRAP AS MANUFACTURED BY FORD F202 OR 2028 \ OR APPROVED EQUAL. MIN. SADDLE SIZE 1'. \ b. CORPORATION STOPS: SHALL BE BAWCORP AND MME OF RED BRASS — OUTIET — COMPRESSION TYPE FOR POLYETHYLENE TUBE AS MANUFACTURED BY FORD F8 1000 OR APPROVED EQUAL. COMPRESSION INSERT — SHALL BE STAMLESS STEEL CURB STOPS — BALL VALVE: SHALL BE MME OF RID BRASS — MET — . PACK JOINT — WIET — SWIVEL NUT FOR METER CONNECTION AS MANUFACTURED BY FORD —B 43-344 OR APPROVED EQUAL. d- TUBING: SHALL BE POLYETHYLENE, PE3408, (AWWA C -901. SDS 9 -200) 8 BLUE IN COLOR. SIZES SHALL BE 1 1/2' UP TO WYE AND 1' AFTER WYE FOR LONG SgI�DE SERVICES. AND 1' UP TO WYE AND 3/4' AFTER WYE FOR SHORT SIDE 0. METEREBOXES: 3/4- TO I- METERS = ALLIANCE 12" AUTOMATIC METER READER (AMR) BOX (16AMR SERIES) OR APPROVED EQUAL, CAST IRON READ .LID 1 1/2- TO 2- METERS = ALLIANCE 12- AUTOMATIC METER READER BOX (16AMR SERIES) OR APPROVED EQUAL. CAST IRON READ LID f POLYETHYLENE PIPE (PE) FOR PIPE SIZES 1/2' TO 3' SHALL MEET THE 5. 3' FROM METER BOX. QU 11L.1 RM so 10M Will lD IN RAM 11INT ► TA WR1 ► :4 Ali TV m�� W_ REVISER 4 R r t BYPASS TO BE SIZED BY DESIGN ENGINEER WITH ONE HALF THE METER SIZE OF THE PRIMARY MAIN..- (MINIMUM SIZE SHALL BE 3'.) 12' LONG SPOOL CONC. FNDN. (TYP) FULL LENGTH OF METERI ASSEMBLY 4- WIDE, 6' THICK REINFORCED 6 X 6 10/10 WELDED WIRE MESH.' ABB COMPOUND. WATER METER WITH STRAINER (TOP ACCESS) UL LISTED & FM APPROVED. FACTORY APPLIED FUSION BONDED EPDXY LINED. (SEE NOTE 9.)— VALMATIC AIR VALVE WITH CORP. STOP — BRASS NIPPL M.J. 45 WITH MEGALUG M.J. RETAINING GLANDS (TYP-) --I- `^ ADJUSTABLE PIPE SUPPORT STANDS AS REQUIRED MAIN SIZE PER ANCHORED TO PAD (T)P) - unLTiY PLAN lr13; 16 C2 12* SPOOL PIECE M.J. 46 WITH MEGALUG M.J. RETAINER GLANDS (TYP.) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTOR SUPPLIED WITH AMMONIA & CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL USTED APPROVED. FOR FIRE SERVICE INSTALLATION AS REQUIRED BY COUNTY ORDINANCE AND AWWA M -14. APPROVED DEVICES: FEBCO (EXCEPT MODELS 850 AND 860), CONBRACO, WILKINS -ZURN, AND WATTS. FLANGED GATE VALVE WITH RISING STEM do RESILIENT SEAT M?.) MIN. ABOVE SLAB TO RPZ DUMP PORT MAIN SIZE PER UTTIJTY PLAN. - NQTF-Si, .. 1. ALL ABOVE GROUND PIPES WILL BE FLANGED END D.I.P. PRESSURE CLASS 350, ALL NUTS do BOLTS SHALL BE STAINLESS STEEL 2 (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND METER. LOCATION TO BE HELD DETERMINED BY THE ENGINEER OR HIS DESIGNEE. 3. THIS ASSEMBLY IS PERMITTED FOR POTABLE SERVICE ONLY. 4. AS THIS UNIT WILL REQUIRE PERIODIC TESTING, INSTALL A FULL SIZE BYPASS TO PREVENT A REDUCTION IN YOUR .POSSIBLE FLOW. 5. BACKFLOW UNITS REQUIRE INITIAL- CERTIFICATION BY CERTIFIED BACKFLOW TESTER WITH TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT FOR RECERITFICATION. 6. COUNTY WILL REQUIRE DEDICATION OF ALL ABOVE GROUND MATERIAL EQUIPMENT BACK TO THE COUNTY WATER MAN. 7. ALL PLANTINGS SHALL BE A MINIMUM OF 3- FROM EDGE OF SLAB, AND PROVIDE A S ACCESS OPENING. 8. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61 9. METER ASSEMBLY MUST BE EQUIPPED WITH AN ITRON ENCODER TO ALLOW METER TO BE READ WITH COUNTY A.M.R. SYSTEM. 10. IF LARGER THAN 8' CONTACT THE COUNTY. POTABLE WATER AI 3" & OVER) N.T.S. W -13 REVISED: 4/12/ MASS TO BE S11FD BY DESIGN EMNEER WITH ONE HALF THE METER SIZE OF RS PRIMARY AWN. "MUM SIZE 914LL BE 3'.) —� BRASS STRAINER Ir SPOOL PIECE% fZ e CONC. FNDN. WIDE. FULL CIC REI FO METER ASSEMBLY 4' WIDE, /' 1Etlf3C REINFORCED d X 6 10/10 WELDED WIRE M- ABB COMPOIAND WATER YEEER W/ STRAINER (EOP ACCESS FACTORY APPIED FUSIDN BONDED EPDXY LINED STRAINER ONLY). UL LISTED/FM APPROVED/ (SEE NOTE 9.) VALMATIC AR VALVE WITH CORP. STOP BRASS NIPPLE M.L 45 WITH MEGALUG MAL RETAINING GLANDS (m'•) --- 16 C 2 " tY SPOOL. PIECE. REDUCED PRESSURE PRINCIPLE BIACKF DW PREVENiOR SUPPLIED WEH AMMONIA & CHLORINE RESISTANT SEATS AND SILICONE RUBBER SFJ4& lR LISTED APPROVED. FOR FIRE SERVICE i1SfALLATION AS BY COUNTY ORDRMNCE AND AWW A M-14. AIPPROVW DEVEM FEECO (WIT CM_ZURN. AN WATTS. �)� �N • FLANGED CATE VALVE WITH RISING STEM k RESILIENT SEAT (LYP.) w VWPVL& nre x+re �12� MIN. ABOVE STANDS AS REQUfliD JJ/ SLAB TO RPZ MAIN SIZE PER ANCHORED TO PAD (EYP) DUMP PORT UTILITY PLAN NOTES: 1. ALL ABOVE GROUND PIPE WILL NAVE FLANGED END DJ.P. PRESSURE CLASS 350. ALL NUTS . & DOLLS SHALL BE ST bd= STEII. Z (4) VEHICULAR GUARD POSTS TO BE 06VLLED AROUND METER. COFF7WRAOtON TO BE LLUSTRA30 ON CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL 3. THIS ASSEMBLY IN PERW= FOR COMBINATION FIRE AND POTABLE WATER SERVICE: 4-AS THIS UNIT WILL REQUIRE PERIODIC TESTLNG. FACILITIES REOMING CONTINUOUS WATER SERVICE PAAALIEL UNITS OR FULL SIZE BYPASSES TO PREVENT SERVICE NTERRUPnONS. S.BACKFLOW DEVICE REOUIRES INITIAL CERTIFICATION BY AN APPROVED CERITW 7F aTER WITH RIMM SUBMITTED TO LINE COUNTY WAILER DEPARTMENT. 6. COUNTY REQUIRES DEIwAnDH OF ALL ABOVE GROUND MATERIAL AND AND EQUIPMENT BACK TO LHE COUNTY MAIN. 7. ALL PLANTING SHALL BE A MNMUM OF 3' FROM THE EDGE OF SLAB, AND PROVIDE A 3' ACCESS OPEBNN. 6. METER UNITS REQUIRE INITIAL CERTIFICATION FOR ACCURACY BY UNDERGROUND CONTRACTOR AND TEST RESIULTS SHALL BE SUBMITTED TO COLLIER COUNTY WATER DEPT. 9.METER ASSYJ/BL.Y MIST BE EOUPPED WITH AN TIRON ENCODER TO ALLOW METE*- TO BE' READ WITH COUNTY AMJL SYSTEM. -• iTPCM2: :.t ,_i:m: , 1:4 11 1711 1.1 wm 1)A ob2; W -14 r %j��I�� %j�� %j� M - =io `r i �` . ..�� w "- w • j/ - M t t t i t•■ . � � i,- � /i \ \� mil' • �::J r. r/ -- ,� /� \, Vii♦ � , PF N] h k11 1111 d1 m O O T� V 5 W -16A meES V7f/ea 16 w 3 I U Q cfl N V) V) W J t-! Z 2 Z O Q 5 �j Lj- 3:: 0 O IL m M � I u, w -' Z 't < Z 0 Z �-- W (.I j "l.2► u 4�Oy, w ° L LI a z V) / I � � i 0 O N W 0 Of 2 z w o c[ Z ui N z QQ GJ C In Z Z Q w {n LL. < z � t/5 o LiJ U �LLJ Z O O V) � � / 0 FE.- WW --1 REVISED: 4/12/04 z 16 c W V z W J LLI 0 O> CU z ° C9 °vas I Z� a z 0 C3 Fz ai v - o > nz-. �- 0 ww a V V ;i1 n°" a (n � o U o " m 11�` a °- z a- °° •t �11� ..O a F- 0 �° �� W� ~ ZZ �NQ `1 11 --22 Z 1� 00 m N O — Z O 0 U ui Z 1�1r p ° —C/) U LLJ 11�111�1- Q ai W C-) 150 �1:e ..Q s:. o WO 3 Mir WO Jp LL Z W ii tZ ov 3 >�p W 0 30 4. U W; iv w Q U CL L) goa Q N 4 O \ CL M M IL � > w ._ CM) a. a o • �it M v O W 0 r 01 3: NIW „02 —� 7d zW z W o> o` 3 v z WW -2 REVISM 4/12/04 WATERTIGHT RIM AND COVER, USF 42OC —ORS, e' Jim RAM —NEK JOINT (TYP.) FLUSHED IN PAVED AREAS AND 2 -1/2' ABOVE IXTERIOR SURFACES SHALL BE DOUBLE COATED MINIMUM 18 MILLIMETERS THICK) WITH AN ABLE BITUMINOUS OR EPDXY SEALER FLEXIBLE RUBBER SLEEVE #4 BARS O 12' O.C. E.W. OR WITH STAIN— LESS STEEL MINIMUM DIAMETER). STRAP SEE DETAIL A —A ;` ;• 0 010 0 SEWER PIPE :' - 11O°°°°°° 00000000 00000000 on000o° °w° . PAVEMENT CAST IRON FRAME AND COVER (TYP.) FINISH ONE COAT UNPAVED AREA -._. ASPHALTIC PAINT WATERTIGHT RIM AND COVER, USF 42OC —ORS, e' Jim RAM —NEK JOINT (TYP.) FLUSHED IN PAVED AREAS AND 2 -1/2' ABOVE IXTERIOR SURFACES SHALL BE DOUBLE COATED MINIMUM 18 MILLIMETERS THICK) WITH AN ABLE BITUMINOUS OR EPDXY SEALER THE FINISH GRADE IN UNPAVED AREAS. (24' #4 BARS O 12' O.C. E.W. OR EQUAL PER A.S.T.M. C -478 MINIMUM DIAMETER). FLOW LINE CHANNELS SHALL BE CLAY BRICK ;` ;• RAM —NIX JOINT SEWER PIPE :' r GROUTED FINISH. 0.1' DROP ACROSS MANHOLE RUBBER SLEEVE '.? T 4' ' ~� t AND GROUT (TYP.) PAVEMENT ELEW :. ..; .• ,. � UNPAVED AREA T FLEXIBLE. RUBBER SLEEVE, #6 BARS O 9' O.C. E.W. 5' 6' DU1. ..---•—MIN. ~''' OF TWO PRECAST CONC. OR LACK —JOINT TYPE WITH ' HOPE RISER RINGS AND CRETEX STAIN— LESS STEEL STRAP, SEQnQN CHIMNEY SEALS BETWEEN MANHOLE do OR AS APPROVED CL FRAME ALL INTERIORS OF .PRIVATELY OWNED MANHOLES AND COWER COUNTY OWNED MANHOLES SHALL A BE AS SPECIFIED WITH IET OR ` ALL JOINTS COATE A PVC SEWER PIPE sE o e' ' : M 4' DIAMETER e' RAM —NEK JOINT (TYP.) REINFORCING STEEL --- - - - - -- IXTERIOR SURFACES SHALL BE DOUBLE COATED MINIMUM 18 MILLIMETERS THICK) WITH AN ABLE BITUMINOUS OR EPDXY SEALER AINLESS STEEL STRAP #4 BARS O 12' O.C. E.W. OR EQUAL PER A.S.T.M. C -478 1 - FLOW LINE CHANNELS SHALL BE CLAY BRICK ;` ;• HAVING A MINIMUM OF 2' POURED CONCRETE OR SEWER PIPE :' r GROUTED FINISH. 0.1' DROP ACROSS MANHOLE RUBBER SLEEVE '.? T 4' ' ~� t FLEXIBLE RUBBER' SLEEVE WITH STAINLESS STEEL STRAP. SEE DETAIL A —A 1 12' 6' rc ' tl ELEW :. ..; .• ,. � #4 BARS O 12' O.C. E.W. 4'-0' DU►. A� , •: ,, :: #6 BARS O 9' O.C. E.W. 5' 6' DU1. ••..a' •. cu ;, �.' _ �:.. ,. : • ::. :: `. ... .:.: v J. ...tit. J 1 Y CRUSHED STONE Q OQ O� OQ 00 OQ OQ O OQ O( On0�0�0� O�O0 O� CO�O�Q�O� C SEQnQN PRECAST REINFORCED CONCRETE MANHOLE D iAl N.T.S. WW -3 REVISED: 4/12/04 / FLEXIBLE RUBBER SLEEVE WITH STAIN— LESS STEEL. / STRAP SEE DETAIL A —A a 13 o�ao d ° CAST IRON FRAME AND COVER \ (TYP.) FINISH ONE COAT ASPHALTIC PAINT .P1Ad WATERTIGHT RIM AND COVER, USF 42OC —ORS. FLUSHED IN PAVED AREAS AND 2 -1/2' ABOVE THE FINISH GRADE IN UNPAVED AREAS. (24' MIN. OF TWO PRECAST CONC. OR MINIMUM DIAMETER). HDPE RISER RINGS AND CRETEX CHIMNEY SEALS BETWEEN MANHOLE do C.I. FRAME PAVEMENT UNPAVED AREA , • • - RAM —NIX JOINT ALL INTERIORS OF PRIVATELY OWNED MANHOLES r:'. _ : ,i i .: ,.. AND GROUT (TYP.) AND COWER COUNTY OWNED MANHOLES SHALL t .. BE COATED AS SPECIFIED WITH IET OR SEWPERCOAT. s —NIX JOINT (TYP.) 12' 24' 12' EXTERIOR SURFACES SHALL BE DOUBLE COATED (MINIMUM 18 MILLIMETERS THICK) WITH AN Ns ACCEPTABLE BITUMINOUS OR EPDXY SEALER :..:$, 4' DIAMETER J4 BARS O 12' O.C. E.W. OR EQUAL A.S.T.M. C PER -478 ' c• FLOW LINE CHANNELS SHALL BE CLAY. BRICK ' HAVING A MINIMUM OF 2' POURED CONCRETE OR FLEXIBLE. RUBBER SLEEVE. 2' GROUTED FINISH, 0.1' DROP ACROSS MANHOLE LOCK —JOINT TYPE WITH STAIN— LESS STEEL STRAP, 1 4 -/FT RUBBER SLEEVE WITH STAINLESS OR AS APPROVED �' ' ,` STEEL STRAP, SEE DETAIL A —A 12 6' -:'' ";:r,;•: .� II #4 BARS O 12' O.C. E.W. 4' -0' DA. .i #6 BARS O 9' O.C. E.W. 5' & 6' DA. PVC SEWER PIPE `� _)U (w Uiv Uv Uv v �i Uv U U� 12' CRUSHED STONE y. �0 O0oO0oO0o00 000.000000,00 n.n.n ran non c SEcnom .n .n .n .n. REINFORCING STEEL. sECnoN AINLESS STEEL STRAP PVC SEWER PIPE RUBBER SLEEVE SHALLOW MANHOLE DETAIL ELEMON N.T.S. WW-4 �� REVISED: 4/12/04 DROP PIPE ENCASEMENT obi o 0 ot_ 0 0 00000000 � :� 000000aD oa000000 000aaoo❑ o Arowb a u NMI", WATERTIGHT RIM AND COVER. USF 4200 —ORS; FLUSHED IN PAVED AREAS AND 2 -1/2' ABOVE THE FINISH GRADE IN UNPAVED AREAS. (24' MINIMUM DIAMETER). >>l SEWER INLET 6' MINIMUM ENCASEMENT TO BE POURED CONCRETE 6' MINIMUM CLEAR --C 112' tD FLOW LINE CHANNELS SHALL BE CLAY BRICK HAVING A MINIMUM OF 2' POURED CONCRETE OR 2' GROUTED FINISH. 0.1' DROP ACROSS MANHOU FLEXIBLE RUBBER SLEEVE WITH _ STAIN— LESS STEEL STRAP SEE DETAIL A —A CAST IRON FRAME AND COVER SECnO� (TYP.) FINISH ONE COAT REINFORCING ASPHALTIC PAINT �4 � � c'saa 4' ELEVAMON &A RAM —NIX JOINT AND GROUT (M.) /—UNPAVED AREA FLEXIBLE, RUBBER SLEEVE. LOCK -JOINT TYPE WITH STAIN— LESS STEEL. STRAP, OR AS APPROVED PVC SEWER PIPE PVC SEWER PIPE RUBBER SLEEVE .. --MIN. OF TWO PRECAST CONC. OR HDPE RISER RINGS AND CRETEX CHIMNEY SEALS BETWEEN MANHOLE do C.I. FRAME _/ —ALL INTERIORS OF PRIVATELY OWNED MANHOLES AND COWER COUNTY OWNED MANHOLES SHALL BE COATED AS SPECIFIED WITH IET OR SEWPERCOAT. RAM —NEK JOINT (TYP.) EXTERIOR SURFACES SHALL BE DOUBLE COATED — _ - - - - -- (MINIMUM 16 MILLIMETERS THICK) WITH AN '7 ACCEPTABLE BITUMINOUS OR EPDXY SEALER #4 BARS O 12' O.C. E.W. OR EQUAL PER A.S T.M. C -478 v 2' CHANGE IN FLOW LINE OR GREATER PIPE JOINTS TO BE CENTERED ON MANHOLE WALL FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAP. SEE DETAIL A —A I II #4 BARS O 12' O.C. E.W. 4' -0' DIA. ?�- • ' #6 BARS O 9' O.C. E.W. 5' do 6' DIA. OO OO OO 0 0 0OOC 12' CRUSHED STONE n OOOOOOn OOOOO SUREGRIP PADS (IF aSECIMN FLOOR LINER IS USED) DROP MANHOLE DETAIL WW -5 I N.T.S. REVISED: 4/12/04 FRAME AND COVER «. .. a■�1�- as ■ ■ ■ Omni ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a s ■ ■ RUBBER 0 —RING IN MACHINED PLAN MACHINED DOVETAIL SURFACES GROOVE IN COVER 1 . 22 3/4° 16 C2 ; CAST IRON FRAME TO BE SET IN RAM —NEK MASTIC JOINT AND GROUTED IN PLACE 2 NON PENETRATING PICKHOLES (TYP.) WATERTIGHT RIM AND COVER, USF 420C —ORS, FLUSH IN PAVED AREAS AND 2 -1/2" ABOVE THE FINISH GRADE IN UNPAVED AREAS (24" MINIMUM DIAMETER) SECTION 24 1/2 MANHOLE RING & COVER DETAIL WW-6 REVISED: 4/12/04 • n n L � ♦ ^ © - ♦ R MM 4 1. •i�Y r•1�1lI�i1a��'li��•lwpiAil } � � • g g &t, ff'I �- o q o �C w w O s. H CL J p lip RIO Q e - � O C3O 00 DO ®DQA ®A WW-7 AVASM 4/27/04 C j �d� a�� e� i 1, 1 M_wn F � 3 _ � �� as �� a 1, U a gg a w2 W �� 9a tt gt� � �s �� 3 � I 4 L' � i \ I A 1 it, A sa 1 11 El Us PON ° lip-It s x %pill 4 ea 115111 ,1511 JO m© O ® so, O O ® O O © ©� TIME kr ir 71111 .0-.£ J� 2 cs w 1 °1mF >m o tp 971 Z r iE W k � q - 08 NPA SNOTS GMQ '34YD SV 3WS WW- REVM;M. 4/12/04 STAINLESS STEEL UNl —STRUT (M.', ALARM LIGHT CONTROL PANEL GENERATOR RECEPTACLE — — 4' ABOVE ACCESS COVER HEIGHT' SEAL —OFF' — (2' -3' HOFFMAN MODE. JA12106NFSS OR APPROVED EQUAL. STAINLESS STEEL NEMA 3R JUNCTION BOX WITH TERMINAL STRIP MOUNTED WITH ALUMINUM BACKING PLATE, TERMINAL STRIPS TO HAVE S.S. SCREWS. 10' X 12' X 6' MIN. HINGED ON BOTTO 3/4' CONDUIT BY. -PASS J —BOX ODOR UNIT —i PUMP do FLOAT WIRING SHALL BE RUN IN SEPARATE 2' PVC CONDUITS. (3) CONDUITS REQUIRED. NOTES: 1. #10 STRAND MINIMUM FROM CONTROL PANEL TO J —BOX. 2. SQUARE D MODEL SDSA -3650 (3 PHASE) AND SDSA -1175 (SINGLE "PHASE) "LIGHTNING ARRESTER MUST BE INSTALLED EXTERNALLY ON LOAD SIDE OF DISCONNECT BETWEEN DISCONNECT AND MAN BREAKER THE PENETRATION THROUGH THE DISCONNECT MUST BE MADE BELOW THE WORKING MECHANISM OF-ME DISCONNECT. (AS REQUIRED BY COLLIER COUNTY PUBLIC WORKS DIVISION 3. CONTROL PANEL SHALL BE QUALITY CONTROL INC. NO. 1823, 1 PHASE OR 3825, 3 PHASE WITH ALL COMPONENTS FOR OPERATING TWO PUMPS AND LIQUID LEVEL: REGULATORS. STRUTHERS —DUNN ALTERNATOR RELAYS, 200 AMPERE RUSSELL AND STOLL GENERATOR RECEPTACLE AND ANGLE ADAPTER. MODEL NUMBER JRS -2044 AND NEMA 3R STAINLESS. STEEL ENCLOSURE 4. SEE DETAIL WW -17 FOR ANTENNA MOUNT DETAIL (2) 90' PVC ELBOWS 16 TAB MOUNT (TYP.) END CAP W/ 3/8' DIAMETER HOLES DRILLED FOR VENTILATION ELECTRIC POWER METER ON /OFF LOCKABLE STAINLESS STEEL NON —FUSED NEMA 3R DISCONNECT BOX TO ISOLATE PANEL FROM ELECTRIC POWER METER ALL PENETRATIONS FROM DISCONNECT TO CONTROL PANE. TO BE ON BOTTOM. STAINLESS STEEL. STRAP 4' PVC VENT PIPE FROM WET WELL (2) 6' X 6' X 10' REINFORCED CONCRETE POSTS WITH #4 BARS CONTINUOUS. GROUND ROD MIN TWO (SEE DETAIL) CONDUIT T 2' PVC SPARE CONDUIT FROM r.' SOURCE POLE TO METER CAN 11 DIA 9 1/4' DIA 8 PRECAST VALVE BOX AND COVER WITH TWO CAD OR EQUAL PICK HOLES (BROOKS MODEL L CONNE( ER (COV MARKED GROUND LIFT STATION CONTROL PANEL DETAIL N.T.S. i7 1 3/16' BARE COPPER 5/8 "x)0' COPPER GRAVEL. GROUND ROD mm, DIMENSIONS SHOWN ARE MINIMUM REQUIREMENTS WW -9 W .Z 0 6 C2,* k{ IL ..p� z gg CL o a a. r ,� z — o (XOSddV) w .0 -,Z U N W O � V1 / Z W eiWa v° >' W= p O <U N O Mid M s Wm Q f-MO Op' Z n W W Q !6 w �md O a R �. vc� 0< ( m co 03 J �p8 MCL W d� M Zv m� O � ^ WO aZ3 W — a (X023ddV) % O ►�. .0 -.Z .ZL N � � 0 t W O 3 � � O 1-� 0 Ud 5y La Z E J p 0 j f pcn - MO� 3� FAO z� g REVISEDV14/12 /044 > j Q_ a. M W >2 O 7 0! w H -�J Z IX V) .< � Q r J F- cL% W W nw� W (n 0Q :D U EL It W O W � F-- O. Y U O Q! 4 W J Q W cc W a- 0 J U) Z_ 16 C2- vi z a WW -1 1 REVISED: 4/12/04 W Q z Eil Of of a CL D LLJ li Q O CL _ Z Z W = O m 1Z LU 2 ( _ \ O ('XO8ddV) .O .Z CL 0 W w > m a Lq J 0:2 IL a a- m w i°LL-o woE- �r. 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Z. , z D% S �� e/ - z2 . §� 2 9§ WW —]31 E z S � IL / ( EE /$ o� $/� ea El LL- LL- La 9i / a »I c� cn 7E U) 77 L U 27E k �2LL- : 00 k � k� L $k �K z 2 � a. m 2 m SS3180.0+ 0 K �/0 a- 0� U)q/ 2wg m�M z 3 io 16 C21 ' z X v� CL LU \/k E Q 2. 2Q� >� o.. E �wK k <2 2/� # & � \ �0& w?i � 0 Lu 2�/ E ms kK 0) It 2/ 2 2 2 ° E .� it 0 O & ul C14 kM 2/ m � o z x E z S � IL / ( EE /$ o� $/� ea El LL- LL- La 9i / a »I c� cn 7E U) 77 L U 27E k �2LL- : 00 k � k� L $k �K z 2 � a. m 2 m SS3180.0+ 0 K �/0 a- 0� U)q/ 2wg m�M z 3 io 16 C21 ' z � o.. E � � # & �z 0q It 2/ .� it 0 O U) ul C14 kM m x Uk 2 %� � m o , mƒ k& - z k� qo K LU � G z � K Q � O � a � � WW —]4 REVISED: 4/12/04 z w Q J¢rj H S�jq ] IL � � $ , �ZB S �' 0 �xL 16• - . .� // C 3° o a h kk �= �k c�a < �E w m 0 03 W oo£� V) ItK °? m CLK •'��'/ �\ �\ j _ 00 tn 0W� Si §\ kƒCOL. 0 2 q �v 9§U- 0� M ��k/� ■ 2 ._ f2�moo k Cl) Of EZ k 2C3 < Irk /� D - � z ]3 ww — REVISED- 4/,2a l�j @ . . m B Q . k z� �0, 2 � |_ 0: V) �! WUJK J� E�o . ƒ cr- 2o / � z w Q J¢rj H S�jq ] IL � � $ , �ZB S �' 0 �xL 16• - . .� // C 3° o a h kk �= �k c�a < �E w m 0 03 W oo£� V) ItK °? m CLK •'��'/ �\ �\ j _ 00 tn 0W� Si §\ kƒCOL. 0 2 q �v 9§U- 0� M ��k/� ■ 2 ._ f2�moo k Cl) Of EZ k 2C3 < Irk /� D - � z ]3 ww — REVISED- 4/,2a m� f, IL ego Is 0 MOW O W FF� 'D ' it, r c� 3 00 F, 3 H I PALd zo 5.. = � �o Z� �m E5 0. F n Ix 1. q n 0 0 LL z J� foil Ssn MlV3W 80 .o-.s � �W �0.E jE >Z� ?o$ MEE z 9 16 c2 Z W Z a< � W ` a< (xoaddV) .0-,L i m� f, IL ego Is 0 MOW O W FF� 'D ' it, r c� 3 00 F, 3 H I PALd zo 5.. = � �o Z� �m E5 0. F n Ix 1. q n 0 0 LL z J� foil Ssn MlV3W 80 .o-.s � �W �0.E jE >Z� ?o$ MEE z 9 16 c2 Z :.b 4 .-a T6 C� It a, ww -17 F.fn: 4/,2/04 A LENGTH 4 CAST IRON FRAME AND COYER (TYP.) 16 c2 B WIDTH WATERTIGHT RIM AND COVER, USF 420C -0RS. FLUSHED RINGS OF TWO PRECAST CONIC. OR HDPE RISER RINGS OR BRICK AND MORTAR (3 COURSES M, IN PAVED AREAS AND 2 -1/2' ABOVE THE FINISH GRADE BETWEEN MANHOLE & CJ. FRAME (TYP) IN UNPAVED AREAS. (24' MINIMUM DIAMETER). (TYP)-- to 3211 CLEANOUT 3-4' PLASTIC PIPE SEAL KNOCKOUTS PRECAST CONCRETE GREASE INTERCEPTOR INVERT HEIGHT D SAND CUSHION BELOW GREASE INTERCEPTOR 2 VEM---� Ili(QUIDC APACE -u 1/3 OF TOTAL t: LIQUID CAPACITY g+ 12' LIQUID CAPACITY A LENGTH. B WIDTH i■ ■nor . ..Tr►,I�>tl 750 REGULAR B WIDTH WATERTIGHT RIM AND COVER, USF 420C -0RS. FLUSHED RINGS OF TWO PRECAST CONIC. OR HDPE RISER RINGS OR BRICK AND MORTAR (3 COURSES M, IN PAVED AREAS AND 2 -1/2' ABOVE THE FINISH GRADE BETWEEN MANHOLE & CJ. FRAME (TYP) IN UNPAVED AREAS. (24' MINIMUM DIAMETER). (TYP)-- to 3211 CLEANOUT 3-4' PLASTIC PIPE SEAL KNOCKOUTS PRECAST CONCRETE GREASE INTERCEPTOR INVERT HEIGHT D SAND CUSHION BELOW GREASE INTERCEPTOR 2 VEM---� Ili(QUIDC APACE -u 1/3 OF TOTAL t: LIQUID CAPACITY g+ 12' LIQUID CAPACITY A LENGTH. B WIDTH C HEIGHT D INLET INVM 750 REGULAR 102' S8' 52' 43' 750 XL 96' 72' 3T 1000 REGULAR 102' 58' 64' 55' 1000 XL 96' 72' 55' 46' 1250 REGULAR 96' 72' 65' 55' NOTES: 1. CONCRETE 4000 PSI AFTER 28 DAYS 2. REINFORCING 6X611OX10 W.W.M. & FIBERS 3. HEAVY DUTY SEPTIC TANK TOPS REINFORCED WITH 5/8' REBAR 012' O.C. EACH WAY. 4. KEYED JOINT SEALED WITH BUTYL RUBBER 5. EXCAVATION MUST BE AT LEAST 12' WIDER AND LONGER THAN TANK SIZE UNPAVED RAM -NEK JOINT AND (TYP.) AfTEE WITH CL EANOUT *' OUTLET 5' MIN 18' /wulD OF CAPACITY OF FIRST CHAMBER C TOTAL HEIGHT MASONRY OR CONCRETE WALL .s 8' GREASE INTERCEPTOR NOTES: A. GREASE INTERCEPTOR SHALL COMPLY WITH STRUCTURAL REQUIREMENTS APPLICABLE TO SEPTIC TANKS EXCEPT THAT THE INLET INVERT SHALL DISCHARGE A MINIMUM 2 -1/2 INCHES ABOVE THE LIQUID LEVEL. LINE AND THE OUTLET PIPE SHALL HAVE A TEE WITH A MINIMUM DIAMETER OF 4 INCHES THAT EXTENDS TO WITHIN 8 INCHES OF THE BOTTOM OF THE TANK. B. INTERCEPTOR MUST BE LOCATED SO AS TO PROVIDE EASY ACCESS FOR ROUTINE INSPECTION AND CLEANING. C. WHERE A GREASE INTERCEPTOR IS REQUIRED, ONLY KITCHEN WASTEWATER SHALL FIRST PASS THROUGH THE INTERCEPTOR AND THEN BE DISCHARGED INTO THE FIRST COMPARTMENT OF A SEPTIC TANK OR OTHER APPROVED SYSTEM. D. SIZING OF GREASE INTERCEPTORS SHALL BE BASED ON THE EQUATIONS ON DETAIL WW -18A. THE MINIMUM VOLUME OF ANY GREASE INTERCEPTOR SHALL BE 750 GALLONS AND THE MAXIMUM VOLUME OF A SINGLE GREASE INTERCEPTOR SHALL BE 1250 GALLONS. WHEN THE REQUIRED EFFECTIVE CAPACITY OF THE GREASE INTERCEPTOR IS GREATER THAN 1250 GALLONS. CONSULT WITH COWER COUNTY STAFF FOR INSTALLATION AND SIZING PROCEDURES. a:4 AL141 :a I Ni1. C1 WW-18 REVISED. 4/12/04 r SIZING FORMULATOR RESTAURANTS, COUNTRY CLUBS AND ASSISTED LIVING FACILITIES (S) x (GS) x (HR /12) x LF EFFECTIVE CAPACITY OF GREASE INTERCEPTOR IN GALLONS WHERE: S = NUMBER OF SEATS IN DINING AREA. GS = GALLONS OF WASTE WATER PER SEAT 8' CHINA 12 DSHES AND/ RN AUTOMATIC DISHWASHER) 14 (USE 10 GALLONS FOR RESTAURANTS WITH PAPER 18 OR BASKETS AND NO DISHWASHER) HR = NUMBER OF HOURS RESTAURANT IS OPEN LF = LOADING FACTOR . 28 (USE 2.00 INTERSTATE HIGHWAY; 1.50 OTHER 30 FREEWAYS; 1.25 RECREATIONAL AREA; 1.00 MAIN 36 HIGHWAY; 0.75 OTHER HIGHWAY) SIZING FORMULA FOR SCHOOLS AND OTHER ESTABLISHMENTS WITH COMMERICAL KITCHENS NO DISHWASHER (M) x (GM) x (LF) - . EFFECTIVE CAPACITY OF GREASE INTERCEPTOR IN GALLONS WHERE: M = MEALS PREPARED PER DAY GM = GALLONS OF WASTE WATER PER MEAL (USE 5 GALLONS) LF = LOADING FACTOR (USE 1.00 WITH DISHWASHING MACHINE AND 0.75 WITHOUT DISHWASHING MACHINE) NO COMMERICAL DISHWASHER, NO CHINA OR DISPOSAL CHINA ONLY CAPACITY OF GREASE TRAPS . TOTAL FLOW - TROUGH RATING (GPM) GREASE RETENTION CAPACITY (POUNDS) 4 8' 6 12 7 14 9 18 10 20 12 24 14 28 15 30 18 36 20 40 25 50 35 70 50 100 GREASE INTERCEPTOR TABLES WW -18A N.T.S. REVISED: 4/12/04 EXHIBIT K PERMITS WS- CA -K -1 lid No. 04 -3680 — Install Collier Boulevard (CR- 951)Nanderbiit Beach Road (CR -862) 16" Force Main 16 cy 16 C 2 EXHIBIT L PLANS AND SPECIFICATIONS PREPARED BY AND IDENTIFIED AS FOLLOWS: AS SHOWN ON SHEETS 1 THROUGH WS- CA -L -1 3id No. 04 -3680 — install Collier Boulevard (CR- 951)Nanderbilt Beach Road (CR -862) 16" Force Main ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP D TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 16 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) Office Initials Date (List in routing order) i' •: /�'�% (Initial) �S �il�j Agenda Date Item was Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number 2. signed by the Chairman, with the exception of most letters, must be reviewed and signed Type of Document Attached by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original Documents // 3. resolutions, etc. signed by the County Attorney's Office and signature pages from Attached L 4. contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 5. Sue Filson, Executive Manager Board of County Commissioners PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff / .,,, Phone Number --, Contact i' •: /�'�% (Initial) �S �il�j Agenda Date Item was Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number Approved by the BCC signed by the Chairman, with the exception of most letters, must be reviewed and signed Type of Document Attached by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original Documents // resolutions, etc. signed by the County Attorney's Office and signature pages from Attached L INSTRUCTIONS & CHECKLEST U/ 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board ! i✓ 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's JIVV signature and initials are required. Af 5. In most cases (some contracts are an exception), the original document and this routing slip —71 n should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. err g,b �' �✓ Some documents are time sensitive and require forwarding to Tallahassee within a certainrtifl "C time frame or the BCC's actions are nullified. Be aware of your deadlines! U/ 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 1(, 02 MEMORANDUM Date: October 21, 2004 To: Amanda Townsend Parks and Recreation From: Linda A. Houtzer, Deputy Clerk Minutes & Records Department Re: Agreement for Officiating Services with Collier Athletic Arbiters Association, Inc. Enclosed please find one (1) original of the document referenced above (Agenda Item #16D2), as approved by the Board of County Commissioners on Tuesday, September 28, 2004. An original is being kept in the Minutes and Records Department. A copy of the document is being sent to the Finance Department. If you should have any questions, please call me at 774 -8411. Thank you. Enclosures 16 02 AGREEMENT FOR OFFICIATING SERVICES �> CD This Agreement entered into this C �s day of �V ✓2004, by and between the Board of County Commissioners of Collier County, Florida, hereinafter referred to as the "County" and the Collier Athletic Arbiters Association, Inc. of Naples, Florida, hereinafter referred to as "CAAA ". The parties hereto agree as follows: SECTION 1- CAAA will furnish game officials for all adult softball games in the Naples area. SECTION 11- The County shall pay CAAA, for furnishing adult softball officials in the Naples area, the following rates payable as provided herein: October 1, 2004 — September 30, 2005 : $18.00 per game per official Two officials per game. October 1, 2005 — September 30, 2006: $19.00 per game per official Two officials per game. October 1, 2006 — September 30, 2008 : $20.00 per game per official Two officials per game. The rates include extra inning games. SECTION III: CAAA shall provide: A. Officials for all games, minimum of two (2) officials per game. B. A pre -season list of registered officials for consideration by the County shall be furnished to the County before each season or league. The officials must be registered in the local, state, or national organization specific to their sport. C. The County shall have the authority to review the conduct and effectiveness of officials. The County reserves the right to require CAAA to replace any official who is deficient in meeting standards established by the Amateur Softball Association and the County. SECTION IV - In the event of postponement or cancellation of a scheduled contest herein, the County shall bear no cost if the game officials(s) or a Board Member of CAAA is notified one hour prior to game time. A. If the game official(s) are not notified of postponement or cancellation prior to arrival at the field for a scheduled contest, the official(s) will be compensated for one game even though no game is played. B. In the event a contest which is in progress is canceled due to inclement weather, electrical outage, or circumstances beyond the County's or CAAA's 1 ],6 02 control, official(s) will be paid for games completed and any games in progress at the time of cancellation. SECTION V - The Agreement shall be in effect from October 1, 2004 through September 30, 2008. Amendments to this Contract shall be in writing and signed by both parties. The County and CAAA may agree to extend this Agreement under all of the terms and conditions contained in this Agreement for up to (1) one additional year following expiration of the initial term. SECTION VI - Payment of officials will be made in accordance with Collier County Purchasing Department and Finance Department procedures. CAAA shall render to the County a biweekly statement showing the number of games worked by its official(s). The statement shall contain a certification by an officer of CAAA that he /she has reviewed the statement and that the information contained therein is true and correct. This statement shall be mailed to: Collier County Parks and Recreation Department Attention: Athletic Supervisor 3300 Santa Barbara Boulevard Naples, Florida 34116 SECTION VII - It is expressly understood that CAAA officials are independent contractors and therefore are not entitled to benefits normally afforded employees of the County. This provision shall not apply to any County employee who acts as an official. SECTION VIII - CAAA must include as part of this Agreement, a Certificate of Insurance verifying a minimum of $500,000 Liability Insurance covering their acts, omissions or negligence hereunder. Should this insurance coverage expire within the terms of their contract, CAAA must provide proof of $500,000 Liability Insurance 24 hours prior to the expiration date of the previous policy. The failure of CAAA to provide said documentation to the satisfaction of the County shall automatically terminate this Agreement. SECTION IX - CAAA agrees to verbally notify the County's athletic supervisor as to the time and location of organizational meetings one week prior to the respective meeting date. SECTION X - All notices from the County to CAAA shall be deemed duly served if mailed by registered or certified mail to CAAA at the following address: Collier Athletic Arbiters Association Post Office Box 8331 Naples, Florida 34101 2 16 02 All notices from CAAA to the County shall be deemed duly served if mailed by registered or certified mail to the County to: Collier County Parks and Recreation Department Attention: Athletic Supervisor 3300 Santa Barbara Boulevard Naples, Florida 34116 CAAA and the County may change the above mailing addresses at any time upon giving the other party written notification. SECTION XI - If CAAA fails to comply with any of the terms and conditions hereof and such default is not cured within five (5) days after written notice is given to CAAA, the County may terminate this Agreement. SECTION XII - The CAAA will not use, nor suffer or permit any person to use in any manner whatsoever, County facilities for any improper, immoral or offensive purpose, or for any purpose in violation of any federal, state, county, or municipal ordinance; rule, order, or regulation; or of any governmental rule or regulation not in effect or hereafter enacted or adopted. In the event of such violation by CAAA, or if the County or its authorized representative shall deem any conduct on the part of CAAA to be objectionable or improper, the County shall have the right to suspend this Agreement with CAAA should CAAA fail to correct any such violation, conduct, or practice to the satisfaction of the County within 24 hours after receiving notice of such violation, conduct, or practice, such suspension to continue until the violation is cured. CAAA further agrees not to continue performance under this Agreement occurring the suspension period until the violation has been corrected to the satisfaction of the County. SECTION XIII - CAAA agrees that there shall be no discrimination as to race, gender, color, creed, or natural origin. SECTION XIV - Nothing herein contained shall be created or be construed as creating a partnership between the County and the CAAA or to constitute CAAA as an agent of the County. CAAA is an independent contractor. SECTION XV - Certificate(s) of Insurance - All CAAA officials belong to the ASA (Amateur Softball Association) and are thereby covered by the amount of insurance required in Section VIII. SECTION XVI - This Agreement is subject to an annual appropriation for same contained in the County's budget. 3 i(, 02 IN WITNESS WHEREOF, CAAA, and the County, have each respectively, by an authorized person or agent, hereunder set their hands and seals on the date and year first above written. Attest: Dwight E. Brock, Clerk BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA c" I krk Donna Fiala, Chairman d i roan ' S i 'oft lY Date. 7t/y —T COLLIER ATHLETIC ARBITERS ASSOCIATION, INC. ITNESS Signature Approved as to form and legal sufficiency: Robert N Zdc"hary Assistant County Attorney Typed Signature and Title 4 Item # D Z Agenda 9 ZS OBI Date Date ! O Z O oy Rec'd k) Date: 9/30/2004 Time: 3:46 PM To: Jim Thomas @ 912393531002 Page: 002 -002 10; AcORD_ CERTIFICATE OF LIABILITY INSURANCE PRODUCER T"15 CERTIFICATE IS ISS eNLV AND CONFERS NO Bollinger, Inc. 101 JrK Parkway Short Hills NJ 07078 -5000 Phone:800- 526 -1379 rax:973- 921 -2876 INSURED AX SA,fUSA hSSoftball Association 281e5gth street Oklahoma city ox 73111 UPON THE S NOT AM E ALTER THE COVERAUf ArrUKUED BY THE INSURERS AFFORDING COVERAGE INSURER A. Markel Insurance C INSURER B• INSURER C• INSURER D: INSURER E: DATE (MMIDDIYYYY) 09/30/04 IF INFORMATIO 'ERTIFICATE JD, EXTEND OR NAIC # 119 ` UUVCKAUr_* THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIFTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE DP INSURANCE POLICY NUMBER DATE O TE MMIDDM/ LIMITS A X GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAW MADE Fxj OCCUR 3602AH230069 01/01/04 01/01/05 EACH OCCURRENCE s2,000,000 PREMISES Me�ce $100P000 MED EXP (Anyone person) $5,000 PERSONAL S AOV INJURY $ 1,000,000 X Intl Participants GENERAL AGGREGATE f 5,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG S 1 , 0 0 O , O 0 O POLICY ,E� LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB (Ea aeddent) S ANY AUTO BODILY INJURY For Person) S ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (PersccidenQ S i HIRED AUTOS NON- OWNEDAUTOS PROPERTY DAMAGE (Per acoldenp $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC AUTO ONLY: AGG f ANY AUTO S EXCESSNMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE S OCCUR FI CLAW MADE f f DEDUCTIBLE = RETENTION S WORKERS COMPENSATION AND _ TORY LIMITS ER __ E.L. EACH ACCIDENT $ EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXFCUTIVE OFFICER/MEIAM I E)OCLUDED? E L. DISEASE - EA EMPLOYE $ E. L. DISEASE - POLICY LIMIT f k describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Coverage is provided under this policy for Umpires Associations that are comprised of 100% ASA Registered Umpires. This certificate is issued on behalf of Collier Athletic Arbiters Association, Inc. of Naples dba Collier Sports Officials Association, P.O. Box 6331, Naples, PL 34101. rLACOLL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Board of County Commissioners NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Collier county, rl orida IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 330 Tamiami Trail Bast Naples rL 34102 REPRESENTATNES. AUTHORIZED REPRE a AIYhf1P� /'.A f7r1A1'fAT1A \1 A AGUKU la (AUYTlUB) &ROUTING S DOCUMENTS CHECKLIST L ORIGINAL D TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO . THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) I .T11 IV W 101M 91 Route to Addressee(s) List in routing order Office Initials Date 1. Scott Teach County Attorney's Office (Initial) Applicable) 2. September 28, 2004 Agenda Item Number 16 E 2 3. signed by the Chairman, with the exception of most letters, must be reviewed and 4. Resolution, Executive Summary and two I Number of Original 4 5. 1 -J PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to anorove the item l Name of Primary Staff Don Albonesi Phone Number 774 -8487 Contact appropriate. (Initial) Applicable) Agenda Date Item was September 28, 2004 Agenda Item Number 16 E 2 Approved by the BCC signed by the Chairman, with the exception of most letters, must be reviewed and Type of Document Resolution, Executive Summary and two I Number of Original 4 Attached Exhibits I Documents Attached T111CTRiif TInNC R VHV.VWT.TCT 1: Fors/ County Forms/ BCC Fors/ Original Documents Routing Slip WWS drift 8.25.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. (Initial) Applicable) I. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials. 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 1: Fors/ County Forms/ BCC Fors/ Original Documents Routing Slip WWS drift 8.25.04 16E2 MEMORANDUM Date: September 29, 2004 To: Don Albonesi, Compensation Manager Human Resources Department From: Ann Jennejohn, Deputy Clerk Minutes and Records Department Re: Resolution No. 2004 -306: Approving the 2005 Fiscal Year Pay and Clasification Plan Please find enclosed a copy of the document referenced above, Agenda Item #16E2, approved by the Collier County Board of Commissioners on Tuesday, September 28, 2004. If you should have any questions, please call me At 774 -8406. Thank you. Enclosure 16E2 To: Sue Filson From: Don Albonesi Date: September 28, 2004 Memorandum Subiect• FY 2005 Pay and Classification Plan Sue Enclosed are the documents related to today's agenda item 16 E 2 for signature. Please let me know if you need further information. Thanks �� 16E� RESOLUTION NO. 2004- 306 A RESOLUTION APPROVING THE 2005 FISCAL YEAR PAY AND CLASSIFICATION PLAN, PROVIDING FOR A GENERAL WAGE ADJUSTMENT AND MERIT INCREASE AND ALSO AUTHORIZING THE CREATION OF NEW CLASSIFICATIONS, MODIFICATION AND /OR DELETION OF CLASSIFICATIONS AND ASSIGNMENT OF PAY RANGES FROM THE 2005 FISCAL YEAR PAY AND CLASSIFICATION PLAN, USING THE EXISTING "ARCHER" POINT- FACTOR JOB EVALUATION SYSTEM, FOR POSITIONS BELOW THE LEVEL OF DIRECTOR, SUBJECT TO QUARTERLY RATIFICATION BY THE BOARD OF COUNTY COMMISSIONERS. WHEREAS, it has been the policy of Collier County to establish and administer a system of compensation based on principles of public accountability, external competitiveness, internal equity, relative complexity and responsibility between classifications, market economic conditions, County financial policies and appropriate federal, state and local laws pertaining to compensation so as to contribute to an environment conducive to employee motivation and productivity as is more fully set forth in Ordinance No. 96 -40, as amended by Ordinance No. 2001 -50; and WHEREAS, the Board of County Commissioners believes this policy may be achieved through a combination of an annual pay and classification plan for employees under the administration of the County Manager and the approval from time to time, and as appropriate, of general wage adjustments and merit increase; and WHEREAS, recent history indicates that the creation of new classifications, adjustment of salary ranges, modification of job responsibilities and other changes to prior Annual Pay and Classification Plans, resulting from organizational realignment or other similar measures, is occurring annually in greater instances, there is a need to promptly approve such modifications to the pay plan, using the existing "Archer' point - factor job evaluation system, involving positions lower than the Director level, subject to subsequent quarterly ratification by the Board of County Commissioners. NOW THEREFORE BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: 1. The 2005 Fiscal Year Pay and Classification Plan for employees under the administration of the County Manager, a copy of which is attached hereto as Exhibit 1, is hereby approved and adopted. 2. A general wage adjustment (i.e., cost of living adjustment) of 2.1% for employees under the administration of the County Manager, as is more particularly described in Exhibit 2 hereto, is hereby approved and adopted. 3. A merit increase for employees under the administration of the County Manager, as is more particularly described in Exhibit 2 hereto, is hereby approved and 16 E2 adopted. This merit increase, whether paid as a lump sum or otherwise, depending upon the status of the employee, is compensation for work to be performed in fiscal year 2005 although the percentage of increase shall be governed by each employee's most recent performance evaluation prior to October 1, 2004. 4. Employees under the administration of the County Manager who are also subject to a collective bargaining agreement shall, however, continue to be paid and receive increases in accordance with the terms of the governing collective bargaining agreement. 5. In order to avoid future delay in creating new and/or modified classifications, assigning salary ranges and to promote more efficient hiring practices and aid in promptly paying County employees whose employment responsibilities have been adjusted or modified, it is necessary to devise a policy that promotes swift amendments to the Annual Pay and Classification Plan; and 6. The Board of County Commissioners believes this policy is best achieved, with respect to positions below the level of Director, by allowing the creation, adjustment or modification of such job classifications effective immediately, using the existing "Archer" point- factor job evaluation system and without prior approval from the Board of County Commissioners, but subject to quarterly ratification by the Board during regularly scheduled meetings each fiscal year. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this 28th day of September, 2004. ATTEST r DWidHT'F, ,BR0CK 7lerk ..w f BY A' ,, s Ap d as f 7 yndlegal sufficiency: C-- L Scott R. Teach, Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER CO TY, FLORIDA By; DONT4A FIALA, Chairman Agenda Q , Date A-- DateL Redd 1 16E2 EXECUTIVE SUMMARY Recommendation to adopt a resolution approving the 2005 Fiscal Year Pay and Classification Plan, providing for a general wage adjustment and merit increase and also authorizing the creation of new classifications, modification and /or deletion of classifications and assignment of pay ranges from the proposed 2005 Fiscal Year Pay and Classification Plan, using the existing "Archer" point- factor job evaluation system, for positions below the level of Director, subject to quarterly ratification by the Board of County Commissioners. OBJECTIVE: For the Board of County Commissioners to adopt a Resolution approving the 2005 Fiscal Year Pay and Classification Plan, providing for a general wage adjustment and merit increase and also authorizing the creation of new job titles, modification of job responsibilities and adjustment of pay ranges from the proposed 2005 Fiscal Year Pay and Classification Plan, using the existing "Archer" point- factor job evaluation system, for positions below the level of director, subject to quarterly ratification by the Board. CONSIDERATION: Attached to the proposed Resolution as Exhibit 1 is the County's 2005 Fiscal Year Pay and Classification Plan. Attached as Exhibit 2 to the proposed Resolution is a more detailed description of the FY 2005 salary adjustments to be effected by the proposed Resolution. The proposed Resolution shall apply to all employees under the administration of the County Manager except those employees under the administration of the County Manager who are also subject to a collective bargaining agreement. Such employees shall continue to be paid and receive increases in accordance with the governing collective bargaining agreement. Collier County has been recognized as one of the fastest growing metropolitan areas in the country. Growth of this magnitude impacts all areas of the County, including its ability to attract and retain high quality employees. To attain this strategic objective, it is essential that base salaries and ranges remain competitive, which was achieved through the Pay and Classification Study conducted in 2001. Through analysis of local market data and the data of other Florida governmental agencies, as well as our ability to attract the best candidates nationally, it has been determined that it is necessary at this time to adjust the marketpoints of pay ranges 17 through 36 as reflected on Exhibits 1 and 2 to the proposed Resolution. In addition the proposed Resolution seeks authorization from the Board to create new classifications, modify and/or delete classifications and assign pay ranges, using the existing "Archer" point- factor job evaluation system, for positions below the level of director from the pay ranges set forth in the proposed Fiscal Year 2005 Pay and Classification Plan, subject to quarterly ratification by the Board. The County must also consider the issue of longevity and recognize that from time to time it is necessary to pay "above the maximum" of the range associated with a given classification in order to retain an individual who possesses skills and knowledge that are essential to the operation of the 16E2 County. This will be achieved by paying employees partially or fully in the form of a lump sum merit increase on or before November 04, 2004. In addition, merit increases will be paid fully in a lump sum to all Directors and equivalent positions and to all Division Administrators and will be paid partially or fully to any other employee whose base pay equals or exceeds 110% of the marketpoint. The percentage of the lump sum merit increase will be based upon prior performance; however, the increase will be compensation for work to be performed in Fiscal Year 2005. Employees below 110% of the marketpoint will also be eligible to receive merit increases, which may be partially paid as a lump sum depending upon their position within the salary range. The proposed Resolution also provides for a general wage adjustment of 2.1 %. The details of the general wage adjustment and merit increase are set forth in Exhibit 2 to the proposed Resolution. FISCAL IMPACT: The results of these actions will have a fiscal impact to the County for minimum salary adjustments and will allow for movement within the range consistent with CMA Instruction 5341, Compensation Administration. GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with this Executive Summary. RECOMMENDATION: It is recommended that the Board of Commissioners adopt the proposed Resolution approving the 2005 Fiscal Year Pay and Classification Plan, the general wage adjustment and merit increase described in Exhibit 2 to the proposed Resolution and authorizing the creation of new classifications, modification and/or deletion of classifications and assignment of pay ranges, using the existing "Archer" point- factor job evaluation system, for positions below the level of director from the proposed 2005 Pay and Classification Plan, subject to quarterly ratification by the Board. Prepared by: Donald B. Albonesi, Manager — Compensation, Human Resources Department Scott Teach, Assistant County Attorney, County Attorney's Office FISCAL YEAR 2005 BOARD OF COLLIER COUNTY COMMISSIONERS PAY AND CLASSIFICATION PLAN GRADE TITLE MIN MKTPT MAX Blue Plan (Non - exempt classifications shown as hourly; exempt shown as annual) 4 COURIER $8.7450 $10.9313 $13.7649 CUSTODIAN $8.7450 $10.9313 $13.7649 LIBRARY PAGE $8.7450 $10.9313 $13.7649 5 CHILDCARE WORKER INVENTORY CLERK MAIL CLERK PARKS & RECREATION ATTENDANT RECREATION WORKER (SUMMER PROGRAMS) R 7 LIFEGUARD PARKS & RECREATION ASSISTANT 8 CUSTOMER SERVICE REPRESENTATIVE LIBRARY ASSISTANT MAINTENANCE WORKER 9 FISCAL REPRESENTATIVE KENNEL TECHNICIAN METER READER SECURITY OFFICER 10 $9.1731 $9.1731 $9.1731 $9.1731 $9.1731 $9.6323 $10.1142 $10.1142 $10.6200 $10.6200 $10.6200 $11.1508 $11.1508 $11.1508 $11.1508 $11.7077 $11.4663 $11.4663 $11.4663 $11.4663 $11.4663 $12.0404 $12.6428 $12.6428 $13.2750 $13.2750 $13.2750 $13.9385 $13.9385 $13.9385 $13.9385 $14.6346 $14.4389 $14.4389 $14.4389 $14.4389 $14.4389 $15.1620 $15.9207 $15.9207 $16.7163 $16.7163 $16.7163 $17.5519 $17.5519 $17.5519 $17.5519 $18.4288 16E2 Exhibit 1 LUMP sum MERIT POINT $12.0244 $12.0244 $12.0244 $12.6130 $12.6130 $12.6130 $12.6130 $12.6130 $13.2444 $13.9071 $13.9071 $14.6025 $14.6025 $14.6025 $15.3323 $15.3323 $15.3323 $15.3323 $16.0981 11 EQUIPMENT OPERATOR $12.2935 $15.3668 $19.3505 $16.9035 LABORATORY TECHNICIAN ASSISTANT $12.2935 $15.3668 $19.3505 $16.9035 PARTS CLERK $12.2935 $15.3668 $19.3505 $16.9035 PLANT OPERATOR, TRAINEE $12.2935 $15.3668 $19.3505 $16.9035 SERVICE WRITER $12.2935 $15.3668 $19.3505 $16.9035 TRAFFIC SIGN TECHNICIAN $12.2935 $15.3668 $19.3505 $16.9035 TRANSPORTATION COORDINATOR $12.2935 $15.3668 $19.3505 $16.9035 VETERINARIAN TECHNICIAN $12.2935 $15.3668 $19.3505 $16.9035 CASE MANAGER ASSISTANT $13.0385 $16.2981 $20.5236 $17.9279 CUSTOMER SERVICE SPECIALIST $13.0385 $16.2981 $20.5236 $17.9279 FLEET SERVICES TECHNICIAN $13.0385 $16.2981 $20.5236 $17.9279 LIBRARY ASSOCIATE $13.0385 $16.2981 $20.5236 $17.9279 16E2 MUSEUM ASSISTANT $13.0385 $16.2981 $20.5236 $17.9279 PARKS & RECREATION PROGRAM LEADER $13.0385 $16.2981 $20.5236 $17.9279 SECURITY SERGEANT $13.0385 $16.2981 $20.5236 $17.9279 UTILITY TECHNICIAN $13.0385 $16.2981 $20.5236 $17.9279 13 ADMINISTRATIVE SECRETARY $13.6904 $17.1135 $21.5495 $18.8248 EQUIPMENT OPERATOR, SENIOR $13.6904 $17.1135 $21.5495 $18.8248 FISCAL TECHNICIAN $13.6904 $17.1135 $21.5495 $18.8248 GRAPHICS TECHNICIAN $13.6904 $17.1135 $21.5495 $18.8248 LIBRARY TECHNOLOGY SPECIALIST $13.6904 $17.1135 $21.5495 $18.8248 MAINTENANCE SPECIALIST $13.6904 $17.1135 $21.5495 $18.8248 PARK RANGER $13.6904 $17.1135 $21.5495 $18.8248 PERMITTING TECHNICIAN $13.6904 $17.1135 $21.5495 $18.8248 PLANT OPERATOR $13.6904 $17.1135 $21.5495 $18.8248 TRADESWORKER, APPRENTICE $13.6904 $17.1135 $21.5495 $18.8248 VOLUNTEER COORDINATOR $13.6904 $17.1135 $21.5495 $18.8248 14 ANIMAL CONTROL OFFICER $14.3754 $17.9692 $22.6274 $19.7662 CODE ENFORCEMENT INVESTIGATOR $14.3754 $17.9692 $22.6274 $19.7662 CONTRACTS TECHNICIAN $14.3754 $17.9692 $22.6274 $19.7662 CREW LEADER $14.3754 $17.9692 $22.6274 $19.7662 GRAPHICS TECHNICIAN, SENIOR $14.3754 $17.9692 $22.6274 $19.7662 HUMAN RESOURCES TECHNICIAN $14.3754 $17.9692 $22.6274 $19.7662 IMPACT FEE SPECIALIST $14.3754 $17.9692 $22.6274 $19.7662 PURCHASING TECHNICIAN $14.3754 $17.9692 $22.6274 $19.7662 SUPERVISOR - ROAD MAINT. WAREHOUSE $14.3754 $17.9692 $22.6274 $19.7662 TRAFFIC SIGNAL TECHNICIAN $14.3754 $17.9692 $22.6274 $19.7662 15 ADMINISTRATIVE ASSISTANT $15.0942 $18.8678 $23.7596 $20.7546 ASSISTANT RECYCLING COORDINATOR $15.0942 $18.8678 $23.7596 $20.7546 CITIZEN LIAISON $15.0942 $18.8678 $23.7596 $20.7546 CREW LEADER, SENIOR $15.0942 $18.8678 $23.7596 $20.7546 EMERGENCY MANAGEMENT TECHNICIAN $15.0942 $18.8678 $23.7596 $20.7546 EMS SUPPLY CENTER SPECIALIST $15.0942 $18.8678 $23.7596 $20.7546 FEMA COORDINATOR $15.0942 $18.8678 $23.7596 $20.7546 GRANTS SUPPORT SPECIALIST $15.0942 $18.8678 $23.7596 $20.7546 HEAVY EQUIPMENT OPERATOR $15.0942 $18.8678 $23.7596 $20.7546 HUD GRANT ANALYST $15.0942 $18.8678 $23.7596 $20.7546 LABORATORY TECHNICIAN $15.0942 $18.8678 $23.7596 $20.7546 LICENSING COMPLIANCE OFFICER $15.0942 $18.8678 $23.7596 $20.7546 MANAGER - PARTS $15.0942 $18.8678 $23.7596 $20.7546 NETWORK SPECIALIST $15.0942 $18.8678 $23.7596 $20.7546 ODOR CONTROL SPECIALIST $15.0942 $18.8678 $23.7596 $20.7546 PLANNING TECHNICIAN $15.0942 $18.8678 $23.7596 $20.7546 PRETREATMENT INSPECTOR $15.0942 $18.8678 $23.7596 $20.7546 RISK TECHNICIAN $15.0942 $18.8678 $23.7596 $20.7546 SCADA OPERATOR $15.0942 $18.8678 $23.7596 $20.7546 SHIP LOAN PROCESSOR $15.0942 $18.8678 $23.7596 $20.7546 TELECOMMUNICATIONS ANALYST $15.0942 $18.8678 $23.7596 $20.7546 16E2 TOURISM ADMINISTRATIVE ASSISTANT $15.0942 $18.8678 $23.7596 $20.7546 TRADESWORKER, JOURNEYMAN $15.0942 $18.8678 $23.7596 $20.7546 16 ACCOUNTING TECHNICIAN $15.8488 $19.8111 $24.9471 $21.7922 ADMINISTRATIVE AIDE TO THE BCC $15.8488 $19.8111 $24.9471 $21.7922 ADMINISTRATIVE ASSISTANT, SENIOR $15.8488 $19.8111 $24.9471 $21.7922 CODE ENFORCEMENT INVESTIGATOR, SENIOR $15.8488 $19.8111 $24.9471 $21.7922 ENGINEERING TECHNICIAN $15.8488 $19.8111 $24.9471 $21.7922 EXECUTIVE SECRETARY $15.8488 $19.8111 $24.9471 $21.7922 FACILITIES COMPLIANCE OFFICER $15.8488 $19.8111 $24.9471 $21.7922 GIS TECHNICIAN $15.8488 $19.8111 $24.9471 $21.7922 INSTRUMENTATION /ELECTRICAL TECHNICIAN $15.8488 $19.8111 $24.9471 $21.7922 LIBRARY OUTREACH SPECIALIST $15.8488 $19.8111 $24.9471 $21.7922 OPERATIONS COORDINATOR $15.8488 $19.8111 $24.9471 $21.7922 PLANT MECHANIC $15.8488 $19.8111 $24.9471 $21.7922 PLANT OPERATOR, SENIOR $15.8488 $19.8111 $24.9471 $21.7922 PROPERTY ACQUISITION SPECIALIST $15.8488 $19.8111 $24.9471 $21.7922 PUBLIC INFORMATION SPECIALIST $15.8488 $19.8111 $24.9471 $21.7922 WELL DRILLING INSPECTOR $15.8488 $19.8111 $24.9471 $21.7922 White Plan (Non - exempt classifications shown as hOUrly; exempt shown as annual) 17 FIELD SUPERVISOR $35,951 $43,315 $54,144 $47,647 LIBRARIAN $35,951 $43,315 $54,144 $47,647 MUSEUM CURATOR - COLLECTIONS $35,951 $43,315 $54,144 $47,647 MUSEUM CURATOR - EDUCATION $35,951 $43,315 $54,144 $47,647 PARKS SPECIAL POPULATIONS COORDINATOR $35,951 $43,315 $54,144 $47,647 RECYCLING SPECIALIST $35,951 $43,315 $54,144 $47,647 SUPERVISOR - GRAPHICS $35,951 $43,315 $54,144 $47,647 SUPERVISOR - LICENSING COMPLIANCE $35,951 $43,315 $54,144 $47,647 SUPERVISOR - PARKS PROGRAMS $35,951 $43,315 $54,144 $47,647 18 ASSISTANT MANAGER - MUSEUM $37,750 $45,482 $56,853 $50,030 CABLE FRANCHISE COORDINATOR $37,750 $45,482 $56,853 $50,030 CASE MANAGER $37,750 $45,482 $56,853 $50,030 CHEMIST $37,750 $45,482 $56,853 $50,030 EDITOR/VIDEOGRAPHER $37,750 $45,482 $56,853 $50,030 EMS COMPLIANCE SPECIALIST $37,750 $45,482 $56,853 $50,030 ENVIRONMENTAL SPECIALIST $37,750 $45,482 $56,853 FIELD SUPERVISOR, SENIOR $37,750 $45,482 $56,853 FILM AND ENTERTAINMENT INDUSTRY LIAISON $37,750 $45,482 $56,853 LIBRARIAN, SENIOR PLANNER PROPERTY ACQUISITION SPECIALIST, SENIOR PROPERTY MANAGEMENT SPECIALIST PUBLIC INFORMATION COORDINATOR PURCHASING AGENT SECURITY LIEUTENANT SUPERVISOR - OPERATIONS VETERAN SERVICES OFFICER 19 ACCOUNTANT CAD TECHNICIAN ENVIRONMENTAL SPECIALIST, SENIOR EXTENSION AGENT HUMAN RESOURCES GENERALIST IMPACT FEE ANALYST MANAGEMENT /BUDGET ANALYST OPERATIONS ANALYST REVIEW APPRAISER RIGHT OF WAY COORDINATOR RISK ANALYST SAFETY COORDINATOR SHIP PROGRAM COORDINATOR SUPERVISOR - ATHLETICS SUPERVISOR - CODE ENFORCEMENT SUPERVISOR - COMMUNITY CENTERS SUPERVISOR - EMS SUPPLY CENTER SUPERVISOR - LANDFILL OPERATIONS SUPERVISOR - PERMITTING SUPERVISOR - REVENUE TOURISM SALES COORDINATOR TOURIST DEVELOPMENT TAX COORDINATOR TRAINING COORDINATOR $37,750 $37,750 $37,750 $37,750 $37,750 $37,750 $37,750 $37,750 $37,750 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 s $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $40,075 $45,482 $45,482 $45,482 $45,482 $45,482 $45,482 $45,482 $45,482 $45,482 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $48,283 $56,853 $56,853 $56,853 $56,853 $56,853 $56,853 $56,853 $56,853 $56,853 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 $60,354 16E? $50,030 $50,030 $50,030 $50,030 $50,030 $50,030 $50,030 $50,030 $50,030 $50,030 $50,030 $50,030 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 $53,111 20 ACCOUNTANT, SENIOR $42,036 $50,646 $63,308 $55,711 ASSOCIATE DATABASE ADMINISTRATOR $42,036 $50,646 $63,308 $55,711 CONTRACTS AGENT $42,036 $50,646 $63,308 $55,711 OCCUPATIONAL HEALTH NURSE $42,036 $50,646 $63,308 $55,711 PLANNER, SENIOR $42,036 $50,646 $63,308 $55,711 PROPERTY MANAGEMENT SPECIALIST, SENIOR $42,036 $50,646 $63,308 $55,711 PUBLIC RELATIONS SPECIALIST - TOURISM $42,036 $50,646 $63,308 $55,711 16E2 REAL ESTATE APPRAISER $42,036 $50,646 $63,308 $55,711 RECYCLING COORDINATOR $42,036 $50,646 $63,308 $55,711 REUSE COORDINATOR $42,036 $50,646 $63,308 $55,711 SAFETY ENGINEER $42,036 $50,646 $63,308 $55,711 SUPERVISOR - BUILDING AUTOMATION CENTER $42,036 $50,646 $63,308 $55,711 SUPERVISOR - ENGINEERING INSPECTIONS $42,036 $50,646 $63,308 $55,711 SUPERVISOR - FLEET MAINTENANCE $42,036 $50,646 $63,308 $55,711 SUPERVISOR - HUMAN SERVICES GRANTS $42,036 $50,646 $63,308 $55,711 SUPERVISOR - LABORATORY $42,036 $50,646 $63,308 $55,711 SUP'V - ROAD MAINT. CONTRACTS AND PROJECT $42,036 $50,646 $63,308 $55,711 WEBMASTER $42,036 $50,646 $63,308 $55,711 WELLNESS COORDINATOR $42,036 $50,646 $63,308 $55,711 21 APPLICATIONS ANALYST $44,139 $53,180 $66,475 $58,498 CONTRACTS SPECIALIST $44,139 $53,180 $66,475 $58,498 ENVIRONMENTAL SPECIALIST, PRINCIPAL $44,139 $53,180 $66,475 $58,498 EXTENSION AGENT, SENIOR $44,139 $53,180 $66,475 $58,498 GIS ANALYST $44,139 $53,180 $66,475 $58,498 HRIS ANALYST $44,139 $53,180 $66,475 $58,498 LANDSCAPE ARCHITECT $44,139 $53,180 $66,475 $58,498 MANAGER - BRANCH LIBRARY $44,139 $53,180 $66,475 $58,498 MANAGER - CODE ENFORCEMENT OPERATIONS $44,139 $53,180 $66,475 $58,498 MANAGER - MUSEUM $44,139 $53,180 $66,475 $58,498 PROGRAMMER ANALYST $44,139 $53,180 $66,475 $58,498 PUBLIC AFFAIRS OFFICER $44,139 $53,180 $66,475 $58,498 REVIEW APPRAISER, SENIOR $44,139 $53,180 $66,475 $58,498 SUPERVISOR - BUILDING MAINTENANCE $44,139 $53,180 $66,475 $58,498 SUPERVISOR - CASE MANAGEMENT $44,139 $53,180 $66,475 $58,498 SUPERVISOR - FLEET OPERATIONS $44,139 $53,180 $66,475 $58,498 SUPERVISOR - LIBRARY $44,139 $53,180 $66,475 $58,498 SUPERVISOR - PARK RANGERS $44,139 $53,180 $66,475 $58,498 SUPERVISOR - RECREATION $44,139 $53,180 $66,475 $58,498 SUPERVISOR - VEGETATION MANAGEMENT $44,139 $53,180 $66,475 $58,498 URBAN DESIGN PLANNER $44,139 $53,180 $66,475 $58,498 22 CHIEF BUILDING INSPECTOR $46,346 $55,839 $69,799 $61,423 DATABASE PROGRAMMER $46,346 $55,839 $69,799 $61,423 ENGINEER $46,346 9 $55,83it $69,799 $61,423 J - B h q . _S , f, 11 I GIS PROGRAMMER ANALYST, SENIOR $46,346 $55,839 $69,799 $61,423 GRANTS DEVELOPMENT & MGMT COORDINATOR $46,346 $55,839 $69,799 $61,423 LAND SURVEYOR $46,346 $55,839 $69,799 $61,423 LIBRARY AUTOMATION SPECIALIST $46,346 $55,839 $69,799 $61,423 MANAGEMENT /BUDGET ANALYST, SENIOR $46,346 $55,839 $69,799 $61,423 MANAGER - CAREER DEVELOPMENT & TRAINING $46,346 $55,839 $69,799 $61,423 MANAGER - COMPENSATION $46,346 $55,839 $69,799 $61,423 MANAGER - EMPLOYMENT OPERATIONS $46,346 $55,839 $69,799 $61,423 MANAGER - ENVIRONMENTAL COMPLIANCE $46,346 $55,839 $69,799 $61,423 MANAGER - FED /STATE GRANTS ADMIN $46,346 $55,839 $69,799 $61,423 MANAGER - FED /STATE GRANTS OPERATIONS $46,346 $55,839 $69,799 $61,423 MANAGER - GROUP INSURANCE $46,346 $55,839 $69,799 $61,423 16E2 MANAGER - LABOR & EMPLOYEE RELATIONS $46,346 $55,839 $69,799 $61,423 MANAGER - OCCUPATIONAL HEALTH & SAFETY $46,346 $55,839 $69,799 $61,423 MANAGER - PARK OPERATIONS $46,346 $55,839 $69,799 $61,423 MANAGER - PROPERTY ACQUISITION & SALES $46,346 $55,839 $69,799 $61,423 MANAGER - REVENUE $46,346 $55,839 $69,799 $61,423 MANAGER - RISK $46,346 $55,839 $69,799 $61,423 MANAGER - SHELTER OPERATIONS $46,346 $55,839 $69,799 $61,423 MANAGER - SOLID WASTE OPERATIONS $46,346 $55,839 $69,799 $61,423 MANAGER - WASTE REDUCTION AND RECYCLINC $46,346 $55,839 $69,799 $61,423 MANAGER - WASTEWATER RECYCLING $46,346 $55,839 $69,799 $61,423 NETWORK ENGINEER $46,346 $55,839 $69,799 $61,423 PLANNER, PRINCIPAL $46,346 $55,839 $69,799 $61,423 PROJECT MANAGER $46,346 $55,839 $69,799 $61,423 SENIOR SUPERVISOR - LIBRARY $46,346 $55,839 $69,799 $61,423 SIGNAL SYSTEMS NETWORK ENGINEER $46,346 $55,839 $69,799 $61,423 SUPERVISOR - ACCOUNTING $46,346 $55,839 $69,799 $61,423 23 ASSISTANT TO THE COUNTY MANAGER $48,664 $58,631 $73,289 $64,494 CHIEF PLANNER $48,664 $58,631 $73,289 $64,494 EMERGENCY MANAGEMENT COORDINATOR $48,664 $58,631 $73,289 $64,494 EXECUTIVE MANAGER TO THE BCC $48,664 $58,631 $73,289 $64,494 MANAGER - CONTRACTS ADMINISTRATION $48,664 $58,631 $73,289 $64,494 MANAGER - FINANCIAL OPERATIONS - CDES $48,664 $58,631 $73,289 $64,494 MANAGER - IMPACT FEES $48,664 $58,631 $73,289 $64,494 MANAGER - PUBLIC TRANSIT $48,664 $58,631 $73,289 $64,494 MANAGER - PURCHASING ACQUISITIONS $48,664 $58,631 $73,289 $64,494 MANAGER - PURCHASING OPERATIONS $48,664 $58,631 $73,289 $64,494 MANAGER - TELECOMMUNICATIONS $48,664 $58,631 $73,289 $64,494 NETWORK SECURITY ADMINISTRATOR $48,664 $58,631 $73,289 $64,494 SUPERINTENDENT - TREATMENT PLANT $48,664 $58,631 $73,289 $64,494 SUPERVISOR - FIELD ENGINEERING INSPECTION! $48,664 $58,631 $73,289 $64,494 24 DATABASE ADMINISTRATOR $51,097 $61,563 $76,954 $67,719 ENGINEER, SENIOR $51,097 $61,563 $76,954 $67,719 MANAGER - AIRPORT $51,097 $61,563 $76,954 $67,719 MANAGER - COMPUTER SUPPORT $51,097 $61,563 $76,954 $67,719 MANAGER - FINANCE - AIRPORT $51,097 $61,563 $76,954 $67,719 MANAGER - GRANTS AND HOUSING $51,097 $61,563 $76,954 $67,719 MANAGER - MPO $51,097 $61,563 $76,954 $67,719 MANAGER - PARK MAINTENANCE $51,097 $61,563 $76,954 $67,719 MANAGER - RECREATION $51,097 $61,563 $76,954 $67,719 MANAGER - SCADA $51,097 $61,563 $76,954 $67,719 SECURITY CHIEF $51,097 $61,563 $76,954 $67,719 SENIOR MANAGEMENT AND OPS CONSULTANT $51,097 $61,563 $76,954 $67,719 25 EMS ADMINISTRATIVE CAPTAIN $53,707 $64,707 $80,884 $71,178 MANAGER - BUSINESS APPLICATIONS $53,707 $64,707 $80,884 $71,178 MANAGER - GEOGRAPHICAL INFORMATION SYST $53,707 $64,707 $80,884 $71,178 MANAGER - LANDSCAPE OPERATIONS $53,707 $64,707 $80,884 $71,178 MANAGER - LIBRARY EXTENSION SERVICES $53,707 $64,707 $80,884 $71,178 MANAGER - PARKS- BEACH/WATER $53,707 $64,707 $80,884 $71,178 MANAGER - RIGHT OF WAY $53,707 $64,707 $80,884 $71,178 16Fp MANAGER - TRAFFIC OPERATIONS $53,707 $64,707 $80,884 $71,178 MANAGER - WASTEWATER COLLECTION $53,707 $64,707 $80,884 $71,178 MANAGER - WATER DISTRIBUTION $53,707 $64,707 $80,884 $71,178 MANAGER - WATER PRODUCTION $53,707 $64,707 $80,884 $71,178 PLANT MANAGER $53,707 $64,707 $80,884 $71,178 PROJECT MANAGER, SENIOR $53,707 $64,707 $80,884 $71,178 SUPERINTENDENT - ROADS & BRIDGES $53,707 $64,707 $80,884 $71,178 26 ASSISTANT DIRECTOR - LIBRARY $56,335 $67,873 $84,841 $74,660 ASSISTANT FIRE CHIEF - ISLE OF CAPRI $56,335 $67,873 $84,841 $74,660 MANAGER - ENGINEERING REVIEW SERVICES $56,335 $67,873 $84,841 $74,660 MANAGER - FACILITIES $56,335 $67,873 $84,841 $74,660 MANAGER - NETWORK OPERATIONS $56,335 $67,873 $84,841 $74,660 MANAGER - PLANNING $56,335 $67,873 $84,841 $74,660 MANAGER - REVENUE SERVICES $56,335 $67,873 $84,841 $74,660 27 CHIEF PILOT $59,151 $71,266 $89,083 $78,393 ENGINEER - TRAFFIC OPERATIONS $59,151 $71,266 $89,083 $78,393 MANAGER - FLIGHT OPERATIONS TRAINING $59,151 $71,266 $89,083 $78,393 PROJECT MANAGER, PRINCIPAL $59,151 $71,266 $89,083 $78,393 28 MANAGER - PROPERTY ACQUISITION & CONST M $62,109 $74,830 $93,538 $82,313 SHELTER VETERINARIAN $62,109 $74,830 $93,538 $82,313 DIRECTOR - ROAD MAINTENANCE $69,508 $81,774 $102,218 $69,508 Red Plan (All classifications are exempt) 29 DIRECTOR - CDES FINANCIAL ADMIN & HOUSING $66,132 $77,802 $97,253 $66,132 DIRECTOR - DOMESTIC ANIMAL SERVICES $66,132 $77,802 $97,253 $66,132 DIRECTOR - FLEET MANAGEMENT $66,132 $77,802 $97,253 $66,132 DIRECTOR - MUSEUM $66,132 $77,802 $97,253 $66,132 DIRECTOR - NATURAL RESOURCES $66,132 $77,802 $97,253 $66,132 DIRECTOR - SOCIAL SERVICES $66,132 $77,802 $97,253 $66,132 DIRECTOR - TOURISM $66,132 $77,802 $97,253 $66,132 DIRECTOR - UNIVERSITY EXTENSION SVCS. $66,132 $77,802 $97,253 $66,132 DIRECTOR - VETERAN SERVICES $66,132 $77,802 $97,253 $66,132 FIRE CHIEF $66,132 $77,802 $97,253 $66,132 30 DIRECTOR - ALT. TRANSPORTATION MODES $69,508 $81,774 $102,218 $69,508 DIRECTOR - CDES ENGINEERING SERVICES $69,508 $81,774 $102,218 $69,508 DIRECTOR - CDES OPERATIONS $69,508 $81,774 $102,218 $69,508 DIRECTOR - CODE ENFORCEMENT $69,508 $81,774 $102,218 $69,508 DIRECTOR - COMMUNICATION & CUST. RELATION $69,508 $81,774 $102,218 $69,508 DIRECTOR - COMPREHENSIVE PLANNING $69,508 $81,774 $102,218 $69,508 DIRECTOR - EMS OPERATIONS $69,508 $81,774 $102,218 $69,508 DIRECTOR - POLLUTION CONTROL $69,508 $81,774 $102,218 $69,508 DIRECTOR - PURCHASING /GENERAL SERVICES $69,508 $81,774 $102,218 $69,508 DIRECTOR - RISK MANAGEMENT $69,508 $81,774 $102,218 $69,508 DIRECTOR - ROAD MAINTENANCE $69,508 $81,774 $102,218 $69,508 DIRECTOR - SOLID WASTE $69,508 $81,774 $102,218 $69,508 16E2 36 DEPUTY COUNTY MANAGER $93,147 $109,585 $136,981 $93,147 FIRE SERVICES Non- Barcaainina (Hourly rates) 301 FIREFIGHTER 306 FIRE LIEUTENANT $10.4331 $13.0415 $16.5492 $14.3455 $13.2870 $16.6090 $20.6458 $18.2699 DIRECTOR - TRANSPORTATION PLANNING $69,508 $81,774 $102,218 $69,508 DIRECTOR - UTILITIES FINANCE OPERATIONS $69,508 $81,774 $102,218 $69,508 DIRECTOR - ZONING AND LAND DEVELOPMENT $69,508 $81,774 $102,218 $69,508 EMS BATTALION CHIEF $69,508 $81,774 $102,218 $69,508 EMS CAPTAIN $69,508 $81,774 $102,218 $69,508 31 CHIEF - EMERGENCY MEDICAL SERVICES $72,983 $85,862 $107,328 $72,983 DIRECTOR - BUILDING REVIEW & PERMITTING $72,983 $85,862 $107,328 $72,983 DIRECTOR - FACILITIES MANAGEMENT $72,983 $85,862 $107,328 $72,983 DIRECTOR - HUMAN RESOURCES $72,983 $85,862 $107,328 $72,983 DIRECTOR - INFORMATION TECHNOLOGY $72,983 $85,862 $107,328 $72,983 DIRECTOR - LIBRARY $72,983 $85,862 $107,328 $72,983 DIRECTOR - MANAGEMENT AND BUDGET $72,983 $85,862 $107,328 $72,983 DIRECTOR - PARKS AND RECREATION $72,983 $85,862 $107,328 $72,983 DIRECTOR - PUBLIC UTILITIES ENGINEERING $72,983 $85,862 $107,328 $72,983 DIRECTOR - TRAFFIC OPERATIONS $72,983 $85,862 $107,328 $72,983 DIRECTOR - TRANSPORTATION ENGINEERING $72,983 $85,862 $107,328 $72,983 DIRECTOR - TRANSPORTATION OPERATIONS $72,983 $85,862 $107,328 $72,983 DIRECTOR - WASTEWATER $72,983 $85,862 $107,328 $72,983 DIRECTOR - WATER $72,983 $85,862 $107,328 $72,983 32 DIRECTOR - BUREAU OF EMERGENCY MGMT $76,633 $90,156 $112,695 $76,633 EMS DIVISION CHIEF $76,633 $90,156 $112,695 $76,633 33 $80,464 $94,663 $118,329 $80,464 34 ADMINISTRATOR - ADMINISTRATIVE SERVICES $84,487 $99,396 $124,245 $84,487 ADMINISTRATOR - COMMUNITY DEVELOPMENT $84,487 $99,396 $124,245 $84,487 ADMINISTRATOR - EMERGENCY SERVICES $84,487 $99,396 $124,245 $84,487 ADMINISTRATOR - PUBLIC SERVICES $84,487 $99,396 $124,245 $84,487 ADMINISTRATOR - PUBLIC UTILITIES $84,487 $99,396 $124,245 $84,487 ADMINISTRATOR - TRANSPORTATION $84,487 $99,396 $124,245 $84,487 35 ASSISTANT COUNTY MANAGER $88,711 $104,366 $130,458 $88,711 36 DEPUTY COUNTY MANAGER $93,147 $109,585 $136,981 $93,147 FIRE SERVICES Non- Barcaainina (Hourly rates) 301 FIREFIGHTER 306 FIRE LIEUTENANT $10.4331 $13.0415 $16.5492 $14.3455 $13.2870 $16.6090 $20.6458 $18.2699 16E2 FY 2005 COMPENSATION ADMINISTRATION PLAN Exhibit 2 1. PHILOSOPHY The philosophy of Collier County Government is to provide a market -based compensation program that meets the following goals: - Facilitates the hiring and retention of the most knowledgeable, skilled and experienced employees available. - Supports continuous training, professional development and enhanced career mobility. - Recognizes and rewards individual and team achievement. 2. OBJECTIVES In support of this compensation philosophy, the following objectives have been established for FY 2005: - Maintain three distinct pay plans that target appropriate reward mechanisms for management, professional /technical and hourly employees. - Adjust salary ranges as needed to more closely match the appropriate market for each plan. - Slow the growth of senior management level base salaries by continuing to pay performance awards as one -time, lump -sum merit increases rather than incremental increases to base pay. - Maintain a market - driven hard salary cap for each position. 3. GENERAL WAGE ADJUSTMENT Provide a 2.1% cost of living adjustment (COLA) to base salaries of eligible employees. COLA increases will be partially or fully granted in fiscal year 2004 depending upon the position of an employee's salary within the pay ranges. Employees at the top of the pay range for their position will not receive COLA. 4. PAY PLAN MAINTENANCE The marketpoints of the salary ranges for Collier County will be increased by 2% for pay grades 17 through 28 (the White Plan) and by 1% for pay grades 29 through 36 (the Red Plan). The corresponding range minimums and maximums will also be adjusted to continue to make progress towards the goals outlined in the 2004 Compensation Study. These adjustments will ensure that these ranges will remain competitive with those in the external marketplace. 5. MERIT Merit pay increases based upon individual employee performance evaluation scores will be awarded in October to eligible employees. Merit pay will be calculated as a percentage of the market point of the salary range for the individual positions and will be added to base pay for those eligible employees whose salary is less than 110% of the marketpoint of their respective pay range (the lump sum merit point). The percentage of the merit increase will be based upon prior performance; however, the increase will be compensation for work to be performed in Fiscal Year 2005. Merit increases will be paid to all Directors and equivalent positions and to all Division Administrators in the form of a lump sum merit increase. Furthermore, merit increases will be paid partially or fully in a lump sum to any other employee whose base salary equals or exceeds 110% of the marketpoint of the range (the lump sum merit point). 16E3 MEMORANDUM Date: November 10, 2004 To: Sheree Mediavilla Risk Management From: Heidi R. Rockhold, Deputy Clerk Minutes & Records Department Re: Addendums to the Johns Eastern Contract Worker's Compensation, Liability and Commercial Claims Handling Please find enclosed one (1) Original document as referenced above, (Agenda Items #16E3) as approved by the Board of County Commissioners on September 28, 2004. Kindly forward the documents to the appropriate parties for their records. The Finance Department and Minutes & Records Department have their copies. If you should have any questions, please contact me at 732 -2646 ext. 7240. Thank you. Enclosure CO *,r Count TO: Commissioner Donna Fiala, Chairman Collier County Board of County Commissioners FROM: Sheree Mediavill Risk Manager 6), DATE: November 9, 2004 16E3 �it;ar� or : ount (:01111: S 0rferc RE: Addendums to the Johns Eastern Contract Workers' Compensation, Liability and Commercial Claims Handling On September 26, 2001, the Collier County Board of County Commissioners approved the selection of Johns Eastern Company as the County's Workers' Compensation, Liability and Commercial Claims adjuster, authorizing staff to negotiate renewal options for the Chairman's signature, subject to a review for legal sufficiency by the County Attorney. The Board of County Commissioners approved Addendum II on October 8, 2002 under Item 16E2 on the Consent Agenda and Addendum III on September 23, 2003 under Item 16E2 on the Consent Agenda and Addendum IV under Item 16Eg on September 28, 2004. All Addendums were reviewed by the County Attorney a "proved as to form and legal sufficiency. Attached to this memo are the two original Addendum IV that staff is requesting your signature as Chairman for completeness of the contract. Please have the signed Addendums forwarded to my attention in Risk Management. Should you have any comments or questions, please do not hesitate to contact me at extension 8839. Thank you for your attention to this matter. 16E3 ADDENDUM IV to SERVICE CONTRACT FOR WORKERS' COMPENSATION LIABILITY AND COMMERCIAL PROPERTY CLAIMS HANDLING This is the fourth Addendum to the Agreement entered into between Johns Eastern Company, Inc., hereinafter called the SERVICE AGENT, and COLLIER COUNTY, hereinafter called the EMPLOYER, dated the 1 st day of October 2000. This Addendum affects the remuneration to be paid by the EMPLOYER to the SERVICE AGENT for the handling of claims for the period October 1, 2004 through September 30, 2005. The contract is amended to include the workers' compensation self - insurance program as well as the liability program. The remuneration to be paid shall be as follows: 5. Compensation for the Service Agent. For performing its services under this Agreement, the Service Agent shall be entitled to the following compensation: a. Fees for claims handling for the Employer for exposures other than workers' compensation whose dates of loss fall between October 1, 2004 and September 30, 2005 will be a minimum and deposit of $59,312.00 to be billed on a quarterly basis with the first payment due upon program inception. b. The above minimum and deposit contemplates handling 140 automobile BI, automobile PD, crime, errors & omissions, GL /BI, GL/PD, Property Building and Property Contents claims. If the number exceeds 140 then fees will be as follows: Auto Collision Auto Comprehensive Auto Bodily Injury Auto Property Damage Crime Errors & Omissions General LiabilityBI General Liability/PD Property Building Property Contents $205.00 per exposure $205.00 per exposure $643.00 per exposure $410.00 per exposure $525.00 per exposure $928.00 per exposure $643.00 per exposure $643.00 per exposure $438.00 per exposure $438.00 per exposure The above rates will be a one -time charge for the life of the contract. The above fees cover all claims management /administration and data processing services previously outlined in this proposal. All years are subject audit. Fees for claims handling for the employer for workers' compensation exposures whose dates of loss fall between October 1, 2004 and 16E3 September 30, 2005 will be a minimum and deposit of $54,166.00. This minimum and deposit will be billed on a quarterly basis, with the first payment due upon program inception. d. This fee contemplates handling 160 workers' compensation exposures. There will be no change for report only exposures. If the number of exposures exceeds 160, then the fees will be $1,083.00 per lost time exposure and $154.00 per medical only exposures. The workers' compensation rates will be a one -time charge over the life of the contract. The above fee covers all claims management /administration and data processing services outlined in this proposal. All years are subject to audit. The Service Agent understands that there are certain liability exposures that the Employer prefers to handle in house. The Service Agent's responsibility would be limited to data capture and check issuance. Charges for those exposures would be $55.00 per exposure. The fee would cover entering all pertinent data into the AIM system, and issuing appropriate checks. f. Provider Bill Review /Cost Containment Services will be billed at a rate of $5.95 per bill and 30% of all savings over and above Fee Schedule reductions. g. Fees for an onsite adjuster will be the adjuster's salary plus direct employee expenses (22% of salary). Administrative expenses and profit will be computed off the direct employee costs, so that Service Agent receives 15% for administrative expenses and 15% for profit. All other terms and conditions of the original contract remain unchanged. IN WITNESS WHEREOF, the SERVICE AGENT and the EMPLOYER have each caused this Addendum to be executed by its duly authorized representative to be effective the 1 st day of October 2004. WITNESSES: WITNESSES: Ati �•i��i : . .� `t� . -x °,fir;; �, -.� llc4 COL COUNTY Commissiolier Donna Fiala, Chairman JOHNS EASTERN COMPANY, INC. K.M. Johns, III, CP I,,�NImp" , . Chairman & Presfday -t'; ArrF ' d iy DW fGk�T,•" E� "WtK t C Ira I ep A.?`etk ' a Atust*.'to -�j�1 ' signature �n3�. G� 0)�) of tiSEMJCE CONTRACT FOR LI_A.BILITY" AND C6'-11MERCI_AL PROPERTY CLA3MS HANDLING 16E3 THIS SERVICE CONTRACT FOR LLABILITY AND COMMERCIAL PROPERTY CLALMS HANDLING is made and entered into this 26th day of September, 2000, but is effective for all purposes as of the lst day of October, 2000 by and between Pure Y � n COLLIER COUNTY, (herein after referred to as the "Client "), and JOHNS EASTERN COMPANY, INC. (hereinafter referred to as the "Service Agent ") WITNESSETH: WHEREAS, the Client has undertaken to self - insure its liability insurance program in accordance with Florida Law and other applicable Florida statutes and regulations; and WHEREAS, the Service Agent is engaged in the supervision and administration of programs for self insured Clients, WHEREAS, the Client desires to engage the Service Agent for, and the Service Agent desires to assist the Client in liability and commercial property claims handling; NOW, THEREFORE, for and in consideration of the premises and of the mutual obligations, performance of services, and payment of compensation set forth herein, the parties agree as follows: 1. Engagement. The Client hereby engages the Service Agent to supervise and administer the Self-Insurance Program of the Client in accordance with the applicable rules and regulations as promulgated by the applicable agencies of the State of Florida relating to the Law (the "Rules "), all in accordance with the Service Agent's proposal dated August 18, 2001, a copy of which is attached hereto and incorporated herein by this reference (the "Proposal "). 2. Term. Subject to termination pursuant to paragraph 8, the term of this Agreement shall begin as of October 1, 2000 and shall terminate on September 30, 2001, provided, however, that this Agreement shall renew automatically for two additional one -year terms unless otherwise terminated. 3. Fund for Pavment of Claims. The Client has the sole obligation and responsibility for funding the payment of claims under the Law. The Service Agent assumes no duty to fund any such claims at any time and shall have no obligation to advance funds for any such payment. The Client agrees to maintain all necessary funds for payment of claims in accordance with the Law and to inform the Service Agent of all relevant details with respect to any such accounts in order for the Service Agent to perform its duties under this Agreement. _ i 16E3 4. Allocated Claims Expenses. "Allocated Claims Expenses" shall be defined as expenses arising in connection with the settlement of claims, which shall be defined as expenses directly allocated to a particular claim to be discharged from the accounts funded by the Client specified in paragraph 3, including, but not limited to: a. Attorneys' and legal assistants' fees for claim and any lawsuits, before and at trial, on appeal, or otherwise; b. Court and other litigation and settlement expenses, including, without limitation: (1) Medical examinations to determine extent of damages and potential range of liability; (ii) Expert medical and other testimony; (iii) Laboratory, X -ray and other diagnostic tests; (iv) Autopsy, surgical reviews, and other pathology services; (v) Physician and related fees and expenses in reading, interpreting, or performing any of the foregoing tests or services; (vi) Stenographer, process server, and other related trial preparation, trial, settlement, and court costs; (vii) Witnesses fees and expenses before and at trial, deposition, settlement discussions, or otherwise; and C. Fees and expenses for surveillance, private investigators, or otherwise. d. Fees for the indexing of injured claimants. e. Fees for any work done outside the office, including, but not limited to, field investigations necessary to determine liability or subrogation recoverability, claimant control, appraisals, attendance at mediations, hearings and depositions, attendance at management meetings and attendance at medical consultations or hearings. f. Fees for over -night or special mail service for various documents. g. Fees for examining and reducing hospital and medical bills as appropriate. h. Photocopying and review of relevant documentation. 2 5 16E3 Compensation for the Service Arent. For performing its services under this Agreement, the Service Agent shall be entitled to the following compensation: a. Fees for claims handling for the Employer for exposures whose dates of loss fall bet A, een October 1, 2000 and September 30, 2001 will be a minimum and deposit of $37,950.00 to be billed on a quarterly basis with the first payment due upon program inception. b. The above minimum and deposit contemplates handling 110 automobile BI, automobile PD, crime, errors & omissions, GLBI, GL/PD, Property Building and Property Contents claims. If the number exceeds 110 then fees will be as follows: Auto Collision Auto Comprehensive Auto Bodily Injury Auto Property Damage Crime Errors & Omissions General Liability/B1 General Liability/PD Property Building Property Contents 5125.00 per exposure $125.00 per exposure $517.00 per exposure $317.00 per exposure $350.00 per exposure $750.00 per exposure $517.00 per exposure $317.00 per exposure $350.00 per exposure $350.00 per exposure The above rates will be a one -time charge for the life of the contract period running from 10/1/2000 to 9/30/2001 and any subsequent renewal period. The above fees cover all claims management administration and data processing services previously outlined in this proposal. All years are subject audit. C. The Service Agent will assume any "tail" claims for the following rates: Auto Collision Auto Comprehensive Auto Bodily Injury Auto Property Damage Crime Errors & Omissions General Liability/Bodily Injury General Liability/Property Damage Property Building Property Contents 575.00 per exposure $75.00 per exposure $450.00 per exposure $250.00 per exposure $300.00 per exposure $650.00 per exposure $450.00 per exposure $250.00 per exposure $250.00 per exposure $250.00 per exposure d. The Service Agent understands that there are certain exposures that the Employer prefers to handle in house. The Service Agent's responsibility would be limited to data capture and check issuance. Charges for those 3 16E3 exposures would be $50.00 per exposure. The fee would cover entering all pertinent data into the Aim system, and issuing appropriate checks. e. Costs for converting data from the present claims administrator's computer system to our system will be $3,500.00. This assumes the present service providers can supply data by tape or diskette. If there is any charge from the current administrator, this will be assumed by the Employer. f. Allocated expenses are charged to file. Fees for any field investigation will be $49.00 per hour, $0.40 a mile and $2.00 per color photograph. Fees for field work for first party property claims will be billed per the attached Property Rate Schedule. Mileage charges will be incurred only for time and travel occurring within Collier County's boundaries. There will be no charge for travel time to or from Collier County. g. If a catastrophe occurs, there will be numerous exposures under one occurrence. We will limit our office based claims handling fees for any catastrophe caused multiple exposure occurrence to 10 exposures. For example, assuming all exposures were either property building or property contents, office based adjusting fees for a catastrophe occurrence generating 10 or more exposures would be $3,500.00. All fieldwork would be handled based on the property rate schedule. h. All claims received with a date of loss within the terms of this proposal and contract will be handled by Johns Eastern Company. If and when the contract is terminated or the statute requirement for MCAs is eliminated, these claims will be handled for a period of ninety (90) days thereafter at no additional charge. If the Employer wishes the claims to be handled beyond this point, fees will be negotiated at that time. Information systems dial -up services are included. j. The "Looking Glass" program is available at no additional charge. Notwithstanding anything in this paragraph 5 to the contrary, the Client agrees to bear the cost of printing checks in connection with the payment of claims or otherwise under this Agreement. 6. Continuing Handling of Claims After Termination. Upon termination of this Agreement as set forth in paragraph 8, the Service Agent agrees to continue handling all claims that have been made and reported to it prior to such date of termination for 90 days unless the parties have agreed otherwise in writing. 4 16E3 All data contained in the Service Agent's computer system will be provided to the Client on nine -track tape or diskette with corresponding file layout. The cost for this will be no greater than S2,000.00. The Client will be billed for any additional programming to help in data transfer. 7. Disputes Subject to Arbitration. Any dispute or claim arising out of or relating to this Agreement or any breach thereof shall be resolved by submission of such dispute or claim to an arbitration panel composed as follows: The Client and the Service Agent shall each select one member of the panel and the two selected members shall select a third member. The parties agree to follow the rules of the American Arbitration Association. 8. Termination. This Agreement may be temvnated by either the Client or the Service Agent by giving prior written notice of ninety (90) days. In the event of such termination, compensation paid or payable to Service Agent under paragraph 5 shall be prorated as appropriate. Notwithstanding anything in this paragraph 8 to the contrary, the insolvency or filing for relief from creditors of any party pursuant to the United States bankruptcy Code or the material breach of a material provision of this Agreement by any party shall permit the other party to cancel this Agreement immediately upon written notice. 9. Covenants of the Service Agent and the Client: The Service Agent and the Client each agrees to use its normal and ordinary professional care and diligence in the performance of its duties under this Agreement and will use its best efforts to comply at all times with the Law and the Rules. 10. Indemnification. If and to the extent permitted by law and subject to the limited waiver of sovereign immunity as found in Section 768.25, Florida Statutes, each party agrees.to indemnify and hold Harmless the other and its directors, officers, employees, stockholders, and agents against any and all claims, lawsuits, settlements, judgments, costs, penalties, and expenses, including, without limitation, attorneys' and legal assistants' fees before and at trial, on appeal, or otherwise, resulting from the breach of, or negligence or misconduct in performing, any provision of this Agreement, by such party or by its directors, officers, employees, stockholders or agents, whether acting alone or in collusion with others. 11. INSURANCE: The Contractor shall provide insurance as follows: a. Commercial General Liability: Coverage shall have minimum limits of $500,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent contractors; Products and Completed Operations and Contractual Liability. b. Business Auto Liability: Coverage shall have minimum limits of $0 Per, Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. -his shall include: Owned Vehicles, Hired and Non -Owned Vehicles and Employee Non - Ownership. 5 16E3 C. 'Workers' Compensation: Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. d. Professional Liability: Coverage shall have minimum limits of $1,000,000 Per Occurrence. The Consultant shall be solely responsible to parties with whom it shall deal in carrying out the terms of this agreement and shall hold the count - harmless against all claims arising from the negligent acts, errors, or omissions of consultant by third parties. Special Requirements: Collier County shall be listed as the Certificate Holder and included as an Additional Insured on the Comprehensive General Liability policy. Current, valid insurance policies meeting the requirement herein identified shall be maintained by Contractor during the duration of this Agreement. Renewal certificates shall be sent to the County 30 days prior to any expiration date. There shall be a 30 day notification to the County in the event of cancellation or modification of any stipulated insurance coverage. Contractor shall insure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Contractor shall provide County with certificates of insurance meeting the required insurance provisions. 12. l\Tiscellaneous. a. Each party represents and warrants that it has full power and authority to enter into this Agreement. b. All notices, requests, demands and other communications which are required or may be given under this Agreement shall be in writing and shall be deemed to have been duly given when received if personally delivered; when transmitted if transmitted by telecopy, electronic telephone line facsimile transmission, or other similar electronic or digital transmission method; the day after it is sent, if sent by recognized expedited delivery service; and five (5) days after it is sent, if mailed, certified or registered mail, return receipt requested, postage prepaid. In each case, notice shall be sent to: If to Client: Director, Risk Management Collier County Administration Building, 4th Floor 3301 East Tamiami Trail Naples, FL 34112 . If to the Service Agent: Johns Eastern Company, Inc. Post Office Box 4175 Sarasota, FL 34230 6 16E3 or to such other address as either party may have specified in writing to the other using the procedures specified above in this paragraph. C. (1) This Agreement shall be construed pursuant to and governed by the substantive laws of the State of Florida (and any provision of Florida law shall not apply if the law of a state or jurisdiction other than Florida would otherwise apply). (ii) The headings of the various paragraphs in this Agreement are inserted for the convenience of the parties and shall not affect the meaning, construction, or interpretation of this Agreement. (iii) Any provision of this Agreement which is determined by a court of competent jurisdiction to be prohibited, unenforceable or not authorized in any jurisdiction shall, as to such jurisdiction, be ineffective to the extent of such prohibition, unenforceability or non - authorization without invalidating the remaining provisions hereof or affecting the validity, enforceability or legality of such provision in any other jurisdiction. In any such case, such determination shall not affect any other provision of this Agreement, and the remaining provisions of this Agreement shall remain in full force and effect. If any provision or term of this Agreement is susceptible to two or more constructions or interpretations, one or more of which would render the provision or term void or unenforceable, the parties agree that a construction or interpretation which renders the term or provision valid shall be favored. d. This Agreement constitutes the entire Agreement, and supersedes all prior agreements and understandings, oral and written among the parties to this Agreement with respect to the subject matter hereof. e. If any monies shall be due either of the parties to this Agreement hereunder and shall not be paid within thirty (30) days from the due date of such payment, interest shall accrue on such unpaid amount at the rate in accordance with the Florida Prompt Payment Act - F.S218.70 -79. f This Agreement shall be binding upon and inure to the benefit of the successors in interest and assigns of the parties. g. The parties to this Agreement will execute and deliver, or cause to be executed and delivered, such additional or further documents, agreements, or instruments and shall cooperate with one another in all respects for the purpose of carrying out the transactions contemplated by this Agreement. 7 16E3 h. This Agreement may be executed in any number of counterparts, each of which shall be considered an original, but all of which together shall constitute one and the same instrument and shall become effective when each of the parties has executed at least one of the counterparts even if all the parties have not executed the same counterpart. IN FITNESS WHEREOF, the Contractor and the County, have each, respectively, by a authorized person or agent, hereunder set their hands and seals on the date and year first above written. A EST: oc Clerk of Courts Attist'ar'(*th ttt '5 s i geatu A� r� l,g. f F s fitness (S Lc-' `e - Type Tint Witness Name Approved as to form and legal sufficiency: 41141A�I �/ Michael Pettit Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FL By: James D. CVfter, Ph.D., Chairman JOHNS EASTERN COMPANY, INC. By: Kenneth M. Johns, III, President Kenneth M. Johns, M Typed Signature Title CORPORATE SEAL (Corporations Only) 9 16E3 JOHNS EASTERN COMPANY, INC. insurance adjusters SPECIAL ACCOUNT SERVICES Po. BCX3318 -SARASOTA, FL34230 TEL: (9,11),907-3100 • FAX (941) 907 -7226 • TGL ESEE 1- 800 - 749 -3044 PROPERTY RATE SCHEDULE Full Repair Cost Appraisal Only Full Adjustment $ 0.01 - $ 500.00 $150.00 5215.00 500.01 - 1,000.00 180.00 245.00 1,000.01 - 2,500.00 320.00 395.00 2,500.01 - 5,000.00 380.00 445.00 5,000.01 - 7,500.00 495.00 535.00 7,500.01 - 10,000.00 590.00 640.00 10,000.01 - 12,500.00 640.00 690.00 12,500.01- 15,000.00 748.00 808.00 15,000.01 - and over T & E T & E 1. Full Repair Cost - Agreed cost to repair or replace before applying depreciation, deductible or other clauses limiting coverage. 2. In addition to the schedule, the following charges will be made: - All miles driven - prorated when possible at $0.40 per mile. Driving time charged (prorated when possible) when loss is more than 20 miles from our office. - Photos - $2.00 each - Outside fees, reports, telephone and other direct expense, at cost. 3. No claims, partial assignments and investigation only at time and expense. 4. Current Rate for Time and Expense - Personal Lines, $54.00 per hour and $0.40 per mile - Commercial Lines, $58.00 per hour and $0.40 per mile. 5. These schedules do not apply to catastrophes. Rates Effective: July 1, 2000 FLORIDA • MARYLAND • NORTH CAROLINA • PENNSYLVANIA • VIRGINIA • WASHINGTON, D.C. 16E3 JOHNS EASTERN COMPANY, INC. insurance adjusters SPECIAL ACCOUNT SERVICES PO. BOX3318 • SARASCTA. FL 34230 TEL: (.94 1) 907 -3700 • FAX (94 1) 907 -7226 • TOLL FREE 1- 800 - 749 -30,4-1 CATASTROPHE RATE SCHEDULE ;Full Repair Cost =" Full Adhistfiimf $ 0.00 - $ 2,500.00 $335.00 2,500.01 - 5,000.00 380.00 5,000.01 - 7,500.00 462.00 7,501.01 -10,000.00 545.00 10,000.01 - 15,000.00 660.00 15,000.01 -20,000.00 880.00 20,000.01 - and over T & E 1. Full Repair Cost - Agreed cost to repair or replace before applying depreciation, deductible or other clauses limiting coverage. 2. In addition to the schedule, the following charges will be made: All miles driven - prorated when possible at $0.40 per mile. - Driving time charged (prorated when possible) when loss is more than 20 miles from our office. - Photographs - $2.00 each Outside fees, reports, telephone and other direct expense, at cost. 3. No claims, partial assignments and investigation only at time and expense. 4. Current Rate for Time and Expense - $57.00 per hour for Commercial Lines and $53.00 per hour for Personal Lines and $0.40 per mile. 5. Subrogation recoveries will be billed at time and expense rates. Rates Effective: January 1, 2000 FLORIDA • MARYLAND • NORTH CAROLINA • PENNSYLVANIA • VIRGINIA • WASHINGTON, D.C. P ID PK, DA (M CERTIFICATE OF LIABILITY INSURANCEJO. -1 i PROCU:,ER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Al Purmort Insurance, Inc . HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 3328 Bee Ridge Road Sarasota FL 34239 INSURERS AFFORDING COVERAGE Phone:941 -924 -3808 Fax:941- 924 -8799 - - - - -- INSURED I INSURER A: Cincinnati Insurance Co INSURER B: FOCI Fund I INSURER C: Johns Eastern Company Inc PO Box 4175 INSURER D: Sarasota FL 34230 INSURER E. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED- NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE.AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE !i POLICY EXPIRATION I, LIMBS UN -S TYPE OF INSURANCE POLICY NUMBER DATE ;MMlOD /1'1'1 DATE MMlDD/YY} - j EACH OCCURRENCE 5 3 0 0 0 0 0 GENERAL LIABILITY A � X COMMERCIAL GENERAL LIABILITY ''i CP- 0 4 2 9 0 9 4 02/01/00 02/01/03 FIRE DAMAGE (Any one fire) ; S 100000 CLAIMS MADE I X OCCUR MED EXP (Any one person) 1 5 5000 PERSONAL & ADV INJURY J S 3 0 0 0 0 0 GENERAL AGGREGATE S unlimited 'r ----' I PRODUCTS - COMPIOP AGG S 3 0 0 0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER: r—� I PRO- I� I 'POLICY �, ! LOC I JECT COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY — CP- p 0429094 02/01/00 i S 02/0I/03 (Eaacddenq A I X—; ANYALTO ALL OWNED AUTCS BODILY INJURY S2.50000 I� SCHEDULED AUTOS I I (Per person) F X I HIRED AUTOS I — V BODILY INJURY $500000 - (Per accident) r � X' NON -0WNEDAL'TCS PROPERTY DAMAGE I $ 100000 (Per accident) AUTO ONLY - EA ACCIDENT,. S (-AGE LIA81L1TY EA ACC S ANY AUTO OTHER THAN AUTO ONLY: AGG ; S �1 EACH OCCURRENCE 5 5 0 0 0 O O O j EXCESS LIABILITY A ;;% occuR ❑ CLAIM OCCUR CCC4409678 02/01/00 02/01/03 AGGREGATE 5 5000000 I S S DEDUCTIBLE S RETENTION S X TORY LIMITS ER WORKERS COMPENSATION AND EMPLOYERS' LIABILITY 26029 O 1/ O 1/ 0 0 01/01/01 E-L. EACH ACCIDENT ,S500000 B E.L. DISEASE - EA EMPLOYEE 5 5 0 0 0 0 0 E.L. DISEASE - POLICY LIMIT 5 5 0 0 0 0 0 OTHER A Employee Dishonest CPP0429094 02/01/00 02/01/03 Blanket 150000 I DESCRIPTION OF OPERATICNSILOCATIONS lVEHICLESlEXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS CERTIFICATE HOLDER 1 Y I ADDITIONAL INSURED; INSURER LETTER: ACORD 25-S (7;97) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFCRE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILRY CF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Al Pu=crt Insurance, 2nc. " ACORD CORPORATION 1988 I I �, , L"j _ J !.i 4 v J i V. :. . v -'� 1 L 1- 11 V' .. _ r I' _ - op AC-OR-D. CERTIFICATE OF LIABILITY INSURANCE 1URE p JOHNS -1 DATE 05 /25/04 05/25/04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 2u Purnsort Insurance, Inc. 3340 Bee Ridge Road HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, TYPE OF INSURANCE POLICY NUMBER Sarasota FL 34239 Phone:941 -924 -3808 rax:941 -924 -8799 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA Cincinnati Insurance Co 10677 INSURER & FCCI Fund EACH OCCURRENCE INSURER C. F14911ty 6 009091t coagansoa PREMIBESIEaxasnce) Johns Eastern Company Inc PO Sox 4175 Sarasota rL 34230 INSURER D: X INSURER E: CPP0429094 02/01/03 rOVFRAC:FR THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSVED TO THE INSURED WANED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TAWKOM LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MWD LINm 33012 E TamiaMi Tr 4th F100r Naples rL 34112 GENERAL LIABILT Y EACH OCCURRENCE S500,000 PREMIBESIEaxasnce) $100,000 A X X COMMERCIAL GENERAL LIABILITY CPP0429094 02/01/03 02 /01 /06 CLAAIS MADE Fx–D OCCUR MED EXP (Any ow )erson) $5,000 PERSONAL 6 ADV INJURY 5500,000 GENERAL AGGREGATE 5 2,000,000 GNL AGGREGATE LIMIT APPLIES PER'. PRCOUCTS - COMPIOP AGG E 500,000 POLICY 7 E LOC A AUTOMOBILE X LIABILITY ANY ADTO CPP0429094 02/01/03 02/01/06 COMBINED SINGLE UNIT (Ea ecdaent) s BODILY I ,Par parF-On) 6900,000 ALL ON/NED AUTOS SCHEDULED AUTOS BODILY INJURY (P&-606m) 51,000,000 X X HIRED AUTOS NON-OwNFOAL(P&-606m) PROPERTY DAk44GE (Par acc ow) s 100 000 r GARAGE LIABILITY AUYC ONLY - EAACCIDENT S OTHER THAN EA ACC S MY AUTO 6 AUTO ONLY; AGG FXCESSIUMBRELLA LIABILITY EACH OCCURRENCE 115,000,000 A X OCCUR CLAws —DE CCC4476575 02/01/03 02/01/06 AGGREGATE 15,000,000 S E DFOUGTIBLE $ X RETENTION $0 B WORKERS COMPENSATION AND NPLOYERS'LIABILITY A ANY PROPRIETOR /PARTNER /EXECUTIVE 26029 01/01/04 X TORY LIMITS ER 01/01/05 E. L. EACH ACCIDENT ,5500,000 OFF ICEP/0EL18ER EXCLuDE07 E.L. DISEASE - EA EMPLOYEE 5 500 , 0 00 S Ye! 0I9cIDa IS.ONS SPECIAL PROVISION DASbv E.L. DISEASE - POLICY L'.MIT S 500 , 0 00 C Oi1TER Employee Theft i CCP004180603 02/01/041 02/01/05 Limit 500,000 Deductibl 5,000 DESCRIPTION OF OPEPATIONS 1 LOCATION S1 VEHICLES/ EXCLUSIONS ADDED BY ENDORSEWEUT/ SPECIAL PROVISIONS Certificate Holder is an Additional insured regarding general liability. CERTIFICATE HOLDER CANCELLATION C.•OLLC O2 SHOULD ANY OF THE ASOYE DESCRIBED POLIGES BE CANCELLED 13EFORE TI1E EXPIRATTON DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL collier County Director of LICATION OR LIABILITY OF ANY KIND UPON IMPOSE NO OB LIT N THE INSURER, IFS AGENTS OR Risk Management Admin Bldg REP"SENTATIVER. A oLr�l R DREPaESENTATIVE 'may' 33012 E TamiaMi Tr 4th F100r Naples rL 34112 �••��•�� +` ACORD 25 (2001108) aD ACORD CORPORATION 1988 6E3 16E3 ADDENDUM I to SERVICE CONTRACT FOR WORKERS' COMPENSATION, LIABILITY AND COMMERCIAL PROPERTY CLAIMS HANDLING This is the first Addendum to the Agreement entered into between Johns Eastern Company, Inc., hereinafter called the SERVICE AGENT, and COLLIER COUNTY, hereinafter called the EMPLOYER, dated the lst day of October 2000. This Addendum affects the remuneration to be paid by the EMPLOYER to the SERVICE AGENT for the handling of claims for the period October 1, 2001 through September 30, 2002. The contract is amended to include the workers' compensation self - insurance program as well as the liability program. The remuneration to be paid shall be as follows: 5. Compensation for the Service Agent. For performing its services under this Agreement, the Service Agent shall be entitled to the following compensation: a. Fees for claims handling for the Employer for exposures other than workers' compensation whose dates of loss fall between October 1, 2001 and September 30, 2002 will be a minimum and deposit of 539,850.00 to be billed on a quarterly basis with the first payment due upon program inception. b. The above minimum and deposit contemplates handling 110 automobile BI, automobile PD, crime, errors & omissions, GLBI, GL/PD, Property Building and Property Contents claims. If the number exceeds 110 then fees will be as follows: Auto Collision Auto Comprehensive Auto Bodily Injury Auto Property Damage Crime Errors & Omissions General Liability/BI General Liability/PD Property Building Property Contents $175.00 per exposure $175.00 per exposure $550.00 per exposure $350.00 per exposure $450.00 per exposure $795.00 per exposure $550.00 per exposure $550.00 per exposure $375.00 per exposure $375.00 per exposure The above rates will be a one -time charge for the life of the contract. The above fees cover all claims management/administration and data processing services previously outlined in this proposal. All years are subject audit. 16E3 c. Fees for claims handling for the employer for workers' compensation exposures whose dates of loss fall between October 1, 2001 and September 30, 2002 will be a minimum and deposit of $25,465.00. This minimum and deposit will be billed on a quarterly basis, with the first payment due upon program inception_ d. This fee contemplates handling 90 workers' compensation exposures. There will be no change for report only exposures. If the number of exposures exceeds 90, then the fees will be $950.00 per lost time exposure and $135.00 per medical only exposures. The workers' compensation rates will be a one -time charge of the life of the contract. The above fee covers all claims management/administration and data processing services outlined in this proposal. All years are subject to audit. The Service Agent will assume any workers' compensation "tail" claims at the following rates: Workers' Compensation Medical Only No Charge Workers' Compensation Lost Time $425.00 per exposure The Service Agent understands that there are certain liability exposures that the Employer prefers to handle in house, The Service Agent's responsibility would be limited to data capture and check issuance. Charges for those exposures would be $55.00 per exposure. The fee would cover entering all pertinent data into the AIM system, and issuing appropriate checks. g. Allocated expenses are charged to file. Fees for any field investigation will be $52.00 per hour, $0.45 a mile and $2.00 per color photograph. Fees for field work for first party property claims will be billed per the attached Property Rate Schedule. Mileage charges will be incurred only for time and travel occurring within Employer' s boundaries. There will be no charge for travel time to or from the Employer. h. If a catastrophe occurs, there will be numerous exposures under one occurrence. We will limit our office -based claims handling fees for any catastrophe caused multiple exposure occurrence to 10 exposures. For example, assuming all exposures were either property building or property Contents, office based adjusting fees for a catastrophe occurrence generating 10 or more exposures would be $3,700.00. All field work would be handled based on the property rate schedule. Costs for converting workers' compensation data from the present claims administrator's computer system to our system will be $3,500.00. This assumes the present service provider can supply data 16E3 by tape or diskette. If there is any charge from the current administrators, this will be assumed by Employer. j. Medical ManagementfManaged Care Arrangement (MCA): ■ $1,000 payable to the Agency for Health Care Administration (ACHA) as application fee. There will be no fee payable to AHCA if the current plan can be amended. ■ $1,000 payable to Johns Eastern Company, Inc. to write or re- write the existing plan and have it approved. This fee also covers one -day employer /employee training. ■ Fees for telephonic managed care services during October 1, 2001' through September 30, 2002 will be $350.00 per lost time exposure and $75.00 per medical only exposure. k. Other managed care services available through the Service Agent or other outside provider are: • On -Site Case Management $65.00/hour • Per Review $65.00/hour • Medical Bill Audit $65.00 /hour • Hospital Bill Audit $65.00/hour • Pre - Certification In- Patient /Out- Patient $99.00 /each 1. Provider Bill Review /Cost Containment Services will be billed at a rate of $5.40 per bill and 30% of PPO reductions. m. The "Looking Glass" program is included. n. Information systems inquiry over the Internet is included. All other terms and conditions of the original contract remain unchanged. IN WITNESS WHEREOF, the SERVICE AGENT and the EMPLOYER have each caused this Addendum to be executed by its duly authorized representative to be effective the 1st day, cWQo ;fiber 2001. COLLIER COUNTY James Carter, Ph.D., Chairman 9'- a,S -or JOHNS EASTERN COMPANY, LNC. A 16E3 1 K.M. Johns, III, CPCU, AIM, AR-ML President PROPERTY RATE SCHEDULE 1. Full Repair Cost - Agreed cost to repair or replace before applying depreciation, deductible, or other clauses limiting coverage. 2. In addition to the schedule, the following charges will be made: a. All miles driven - prorated when possible at $0.45 per mile. b. Driving time charged (prorated when possible) when loss is more than 20 miles from our office. c. Photos - $2.00 each d. Outside fees, reports, telephone, and other direct expense, at cost. 3. No claims, partial assignments, and investigation only at time and expense. 4. Current Rate for Time and Expense - Personal Lines, $59.00 per hour and $0.45 per mile - Commercial Lines, $65.00 per hour and $0.45 per mile. 5. These schedules do not apply to catastrophes. Approved as to for & 6ga4 s tfici y Camty attorney r r Rates Effective July 1, 2001 APprs 2 W �1#3dsiznent . t $ 0.01 - $ 500.00 $150.00 $215.00 500.01 - 1,000.00 180.00 245.00 1,000.01 - 2,500.00 320.00 395.00 2,500.01 - 5,000.00 380.00 445.00 5,000.01 - 7,500.00-7 495.00 535.00 7,500.01 - 10,000.00 590.00 640.00 10,000.01 - 12,500.00 640.00 690.00 12,500.01 - 15,000.00 748.00 808.00 15,000.01 and over T & E T & E 1. Full Repair Cost - Agreed cost to repair or replace before applying depreciation, deductible, or other clauses limiting coverage. 2. In addition to the schedule, the following charges will be made: a. All miles driven - prorated when possible at $0.45 per mile. b. Driving time charged (prorated when possible) when loss is more than 20 miles from our office. c. Photos - $2.00 each d. Outside fees, reports, telephone, and other direct expense, at cost. 3. No claims, partial assignments, and investigation only at time and expense. 4. Current Rate for Time and Expense - Personal Lines, $59.00 per hour and $0.45 per mile - Commercial Lines, $65.00 per hour and $0.45 per mile. 5. These schedules do not apply to catastrophes. Approved as to for & 6ga4 s tfici y Camty attorney r r Rates Effective July 1, 2001 16E3 ADDENDUM II to SERVICE CONTRACT FOR WORKERS' COMPENSATION LIABILITY AND COMMERCIAL PROPERTY CLAIMS HANDLING This is the first Addendum to the Agreement entered into between Johns Eastern Company, Inc., hereinafter called the SERVICE AGENT, and COLLIER COUNTY, hereinafter called the EMPLOYER, dated the 1 st day of October 2000. This Addendum affects the remuneration to be paid by the EMPLOYER to the SERVICE AGENT for the handling of claims for the period October 1, 2002 through September 30, 2003. The contract is amended to include the workers' compensation self - insurance program as well as the liability program. The remuneration to be paid shall be as follows: 5. Compensation for the Service Agent. For performing its services under this Agreement, the Service Agent shall be entitled to the following compensation: a. Fees for claims handling for the Employer for exposures other than workers' compensation whose dates of loss fall between October 1, 2002 and September 30, 2003 will be a minimum and deposit of $53,760.00 to be billed on a quarterly basis with the first payment due upon program inception. b. The above minimum and deposit contemplates handling 140 automobile BI, automobile PD, crime, errors & omissions, GL /BI, GL /PD, Property Building and Property Contents claims. If the number exceeds 140 then fees will be as follows: Auto Collision Auto Comprehensive Auto Bodily Injury Auto Property Damage Crime Errors & Omissions General Liability /BI General Liability /PD Property Building Property Contents $185.00 per exposure $185.00 per exposure $583.00 per exposure $371.00 per exposure $477.00 per exposure $842.00 per exposure $583.00 per exposure $583.00 per exposure $397.00 per exposure $397.00 per exposure The above rates will be a one -time charge for the life of the contract. The above fees cover all claims management/administration and data processing services previously outlined in this proposal. All years are subject audit. 16E3 C. Fees for claims handling for the employer for workers' compensation exposures whose dates of loss fall between October 1, 2002 and September 30, 2003 will be a minimum and deposit of $38,990.00. This minimum and deposit will be billed on a quarterly basis, with the first payment due upon program inception. d. This fee contemplates handling 130 workers' compensation exposures. There will be no change for report only exposures. If the number of exposures exceeds 130, then the fees will be $1,007.00 per lost time exposure and $143.10 per medical only exposures. The workers' compensation rates will be a one -time charge over the life of the contract. The above fee covers all claims management/administration and data processing services outlined in this proposal. All years are subject to audit. e. The Service Agent understands that there are certain liability exposures that the Employer prefers to handle in house. The Service Agent's responsibility would be limited to data capture and check issuance. Charges for those exposures would be $55.00 per exposure. The fee would cover entering all pertinent data into the AIM system, and issuing appropriate checks. f. Allocated expenses are charged to file. Fees for any field investigation will be $55.00 per hour, $0.45 a mile and $2.00 per color photograph. Fees for field work for first party property claims will be billed per the attached Property Rate Schedule. Mileage charges will be incurred only for time and travel occurring within Employer's boundaries. There will be no charge for travel time to or from the Employer. If a catastrophe occurs, there will be numerous exposures under one occurrence. We will limit our office -based claims handling fees for any catastrophe- caused multiple exposure occurrences to 10 exposures. For example, assuming all exposures were either property Building or property Contents, office based adjusting fees for a catastrophe occurrence generating 10 or more exposures would be $3,922.00. All fieldwork would be handled based on the property rate schedule. g. Provider Bill Review /Cost Containment Services will be billed at a rate of $5.60 per bill and 30% of PPO reductions. h. The "Looking Glass" program is included. Information systems inquiry over the Internet is included. PROPERTY RATE SCHEDULE Full Repair most r; Appraisal Only - �" Full Adjustment $ 0.01 - $ 500.00 $150.00 $215.00 500.01 - 1,000.00 180.00 245.00 1,000-01- 2,500.00 320.00 395.00 2,500.01 - 5,000.00 380.00 445.00 5,000.01- 7,500.00 495.00 535.00 7,500.01 — 10,000.00 590.00 640.00 10,000.01 — 12,500.00 640.00 690.00 12,500.01 — 15,000.00 748.00 808.00 15,000.01 and over T & E T & E 1. Full Repair Cost — Agreed cost to repair or replace before applying depreciation, deductible, or other clauses limiting coverage. 2. In addition to the schedule, the following charges will be made: a. All miles driven — prorated when possible at $0.45 per mile. b. Driving time charged (prorated when possible) when loss is more than 20 miles from our office. c. Photos - $2.00 each d. Outside fees, reports, telephone, and other direct expense, at cost. 3. No claims, partial assignments, and investigation only at time and expense. 4. Current Rate for Time and Expense — Commercial Lines, $55.00 per hour and $0.45 per mile. 5. These schedules do not apply to catastrophes. Rates Effective July 1, 2002 16E3 All other terms and conditions of the original contract remain unchanged. IN WITNESS WHEREOF, the SERVICE AGENT and the EMPLOYER have each caused this Addendum to be executed by its duly authorized representative to be effective the 1st day of October 2002. WITNESSES: CO R COUNTY Commiss oner Donna Fiala, Chairman WITNESSES: Att*st gg to s1gartwo Only& Approved as to form & legal sufficiency / �7 C'LW ', Assistant County Attor y ANY, INC. Kathy S.Wunnien, AIM, ARM Vice President Special Account Services ...... A17 D qL 6K, ARK WIG W, o-f FLORIDA -4-5-0 i Cou--,ty oil COLLUER 'v C.? a I-at owriv .%Z. OT E. C an: D.C. , L X- I�E3 ADDENDUM III to SERVICE CONTRACT FOR WORKERS' COMPENSATION LIABILITY AND COMMERCIAL PROPERTY - CLAIMS HANDLING This is the third Addendum to the Agreement entered into between Johns Eastern Company, Inc., hereinafter called the SERVICE AGENT, and COLLIER COUNTY, hereinafter called the EMPLOYER, dated the 1 st day of October 2000. This Addendum affects the remuneration to be paid by the EMPLOYER to the SERVICE AGENT for the handling of claims for the period October 1, 2003 through September 30, 2004. The contract is amended to include the workers' compensation self - insurance program as well as the liability program. The remuneration to be paid shall be as follows: 5. Compensation for the Service Agent. For performing its services under this Agreement, the Service Agent shall be entitled to the following compensation: a. Fees for claims handling for the Employer for exposures other than workers' compensation whose dates of loss fall between October 1, 2003 and September 30, 2004 will be a minimum and deposit of $56,448.00 to be billed on a quarterly basis with the first payment due upon program inception. b. The above minimum and deposit contemplates handling 140 automobile BI, automobile PD, crime, errors & omissions, GL/BI, GL /PD, Property Building and Property Contents claims. If the number exceeds 140 then fees will be as follows: Auto Collision $195.00 per exposure Auto Comprehensive $195.00 per exposure Auto Bodily Injury $612.00 per exposure Auto Property Damage $390.00 per exposure Crime $500.00 per exposure Errors & Omissions $884.00 per exposure General Liability /BI $612.00 per exposure General Liability /PD $612.00 per exposure Property Building $417.00 per exposure Property Contents $417.00 per exposure The above rates will be a one -time charge for the life of the contract. The above fees cover all claims management/administration and data processing services previously outlined in this proposal. All years are subject audit. 16E3 C. Fees for claims handling for the employer for workers' compensation exposures whose dates of loss fall between October 1, 2003 and September 30, 2004 will be a minimum and deposit of $41,914.00. This minimum and deposit will be billed on a quarterly basis, with the first payment due upon program inception. d. This fee contemplates handling 130 workers' compensation exposures. There will be no change for report only exposures. If the number of exposures exceeds 130, then the fees will be $1,083.00 per lost time exposure and $154.00 per medical only exposures. The workers' compensation rates will be a one -time charge over the life of the contract. The above fee covers all claims management/administration and data processing services outlined in this proposal. All years are subject to audit. e. The Service Agent understands that there are certain liability exposures that the Employer prefers to handle in house. The Service Agent's responsibility would be limited to data capture and check issuance. Charges for those exposures would be $55.00 per exposure. The fee would cover entering all pertinent data into the AIM system, and issuing appropriate checks. f. Allocated expenses are charged to file. Fees for any field investigation will be $95.00 per hour, $0.45 a mile and $2.00 per color photograph. Fees for field work for first party property claims will be billed per the attached Property Rate Schedule. Mileage charges will be incurred only for time and travel occurring within Employer' s boundaries. There will be no charge for travel time to or from the Employer. If a catastrophe occurs, there will be numerous exposures under one occurrence. We will limit our office -based claims handling fees for any catastrophe- caused multiple exposure occurrences to 10 exposures. For example, assuming all exposures were either property Building or property Contents, office based adjusting fees for a catastrophe occurrence generating 10 or more exposures would be $4,118.00. All fieldwork would be handled based on the property rate schedule. g. Provider Bill Review /Cost Containment Services will be billed at a rate of $5.85 per bill and 30% of all savings over and above Fee Schedule reductions. h. The "Looking Glass" program is included. Information systems inquiry over the Internet is included. 16E3 All other terms and conditions of the original contract remain unchanged. IN WITNESS WHEREOF, the SERVICE AGENT and the EMPLOYER have each caused this Addendum to be executed by its duly authorized representative to be effective the 1 st day of October 2003. WITNESSES: COL$ner COUNTY Commiss Donna Fiala, Chairman WITNESSES: JO S EASTERN COMPANY, INC. Kathy S. Gunmen, AIM, ARM Vice President Special Account,ervY' ATTEST: DWI13HT E. _ CyaY�, r;+,LER1Z'�,,►�, Approved s to f0fim � frlai noy [lepu y?- 1 k Attest w 'gip G7 ,A-Baist.ant ("oant,y Attorney 3�ZZ�l of FLORIDA C- u; 1Z ct CO LU ElR .r ':•F 'vL, r� si C F t' � +.�'- ..,: °Z 1x•5 0, 55 a in C1i ,y County ,� t�•��t„p Y' C ��e'' °r rte• fa A �/��_0.�?6JiJ '.�S .r, D.C. Item# i6E- Z Agenda a G Z3 03 ate Gate p4 Recd ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLI 6FJ TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line 95). Route to Addressee(s) (List in routing order) Office Initials Date 1. appropriate. Initial) A licable 2.Heidi Ashton County Attorney's Office Agenda Item Number 16 -F- j 3. �2 4. by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached 3 PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Gail Hambright Phone Number 403 -2384 Contact appropriate. Initial) A licable Agenda Date Item was Approved II -- 2�,� y �1JLCJEt Agenda Item Number 16 -F- j b the BCC �2 Type of Document by the Office of the County Attorney. This includes signature pages from ordinances, Number of Original Attached resolutions, etc. signed by the County Attorney's Office and signature pages from Documents Attached 3 1NSTR1TVT1nNC R ruFrur rc•r t: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip W WS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. Initial) A licable I. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike- through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's si ature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! t: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip W WS Original 9.03.04 16FI- MEMORANDUM Date: September 30, 2004 To: Gail Hambright, Administrative Assistant Tourism Department From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: First Amendment to the 2004 Tourism Agreement between Collier County and the Naples Botanical Garden Enclosed please find two (2) original copies of the document, (Agenda Item #16F1) as referenced above, approved by the Board of County Commissioners on Tuesday, September 28, 2004. If you should have any questions, please contact me at 774 -8406. Thank you. Enclosures (2) FIRST AMENDMENT TO 2004 TOURISM AGREEMENT BETWEEN COLLIER 16F1 COUNTY AND NAPLES BOTANICAL GARDEN, INC. This First Amendment to 2004 Tourism Agreement, made this ,�� day of SCO-e, 6ec' , 2004 (hereinafter referred to as "First Amendment), is entered into by and between the Board of County Commissioners of Collier County, Florida (hereinafter referred to as "COUNTY "), and the Naples Botanical Garden (hereinafter referred to as "GRANTEE "). WITNESSETH: WHEREAS, the COUNTY and GRANTEE entered into a 2004 Tourism Agreement dated October 14, 2003 (the "Agreement ") for the Naples Botanical Garden Project; and WHEREAS, the COUNTY and GRANTEE desire to further amend the terms of the Agreement. NOW, THEREFORE, in consideration of valuable consideration and the premises and mutual covenants hereinafter set forth, the parties agree as follows: 1. Section 15 of said Agreement is hereby deleted in its entirety and the following paragraph is inserted in its place: TERM: This Agreement shall become effective on October 14, 2003 [date Board approves] and shall remain effective until January 31, 2005. If the Project is not completed within the term of this Agreement, all unreleased funds shall be retained by the COUNTY consistent with the provisions of paragraph eleven (11) herein. Any extension of this Agreement must be at the express consent of the Collier County Board of County Commissioners. GRANTEE must request any extension of this term in writing at least thirty (30) days prior to the expiration of this Agreement, and the COUNTY may agree by amendment to this Agreement to extend the term for an additional one year. 2. Section 16 of said Agreement is hereby deleted in its entirety and the following paragraph is inserted in its place: EVALUATION OF TOURISM IMPACT: GRANTEE shall monitor and evaluate the tourism impact of the Project, explaining how the tourism impact was evaluated, providing a written report to the Tourism Department Director, or his designee, along with a final budget analysis by March 31, 2005. IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed by their duly authorized officers and their official seals, hereto affixed the day and year first written above. `AMST: c DW)GHT E. BRO 64 Clerk d w) I <Attost u A "S si*' tirlexe only. Approved as to form and 4 leg, 1 sufficiency: Heidt ton Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER CO Y, FLORIDA By- DONNA FIALA, Chairman WITNESSES: (I) si ture PrintedlTyped Name (2) ali �T _ �u'1 signature CMusac- I- - �;o' ti To Printed/Typed Name Ul DCAgreementsll stAmendNaplesDoUWcalGarden 16F1 GRANTEE NAPLES BOTANICAL GARDEN, INC. By: ON RA QUINN, President and CEO item* Agenda99 'b (, Hake _ w' "d �'3 b`t �C_ ORIGINAL DOCUMENTS CHECKLIST & ROUTING 16 F2 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document,, Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5)- Route to Addressee(s) (List in routing order) Office Initials Date 1. appropriate. Original document has been signed/initialed for legal sufficiency. (All documents to be Initial) Applicable) 2. 9/28/04 Agenda Item Number 16F2 3. by the Office of the County Attorney. This includes signature pages from ordinances, 4. Resolution Number of Original 1 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached 'U PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created /prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Mike Smykowski/Pat Lehnhard Phone Number X -8973 Contact appropriate. Original document has been signed/initialed for legal sufficiency. (All documents to be Initial) Applicable) Agenda Date Item was 9/28/04 Agenda Item Number 16F2 Approved by the BCC by the Office of the County Attorney. This includes signature pages from ordinances, Type of Document Resolution Number of Original 1 Attached I contracts, agreements, etc. that have been fully executed by all parties except the BCC Documents Attached TNgTRTTVTmlvc A, rui rrrr rcr I: Forms/ County Forms/ BCC Forms / Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not 1. appropriate. Original document has been signed/initialed for legal sufficiency. (All documents to be Initial) Applicable) signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from - contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) i ' 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated date Q� contract whichever is applicable. P"r' 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's si gnature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! I: Forms/ County Forms/ BCC Forms / Original Documents Routing Slip WWS Original 9.03.04 16F2 MEMORANDUM Date: September 29, 2004 To: Michael Smykowski, Budget Director Management & Budget From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution 2004 -307: FY 06 Tentative Budgets to be Submitted to the Board of County Commisssioners by May 1, 2005 Enclosed please find two (2) certified copies of the document referenced above, (Agenda Item #16F2), as approved by the Board of County Commissioners on Tuesday, September 28, 2004. The original document is being retained for the record. If you should have any questions, please call me at 774 -8406. Thank you. Enclosures (2) 16FAp RESOLUTION NO. 04- 307 A RESOLUTION PURSUANT TO SECTION 129.03, FLORIDA STATUTES, REQUIRING THE FY 06 TENTATIVE BUDGETS OF THE SHERIFF, THE CLERK OF THE CIRCUIT COURT AND THE SUPERVISOR OF ELECTIONS TO BE SUBMITTED TO THE BOARD OF COUNTY COMMISSIONERS BY MAY 1, 2005. WHEREAS, Chapter 129, Florida Statutes, addressing the County annual budget, provides specifically in Section 129.03, Florida Statutes, that the Board of County Commissioners may, by resolution, require the tentative budgets of the Sheriff, the Clerk of the Circuit Court and the Supervisor of Elections to be submitted by May 1 of each year. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, pursuant to Section 129.03, Florida Statutes, that the Sheriff, the Clerk of the Circuit Court and the Supervisor of Elections of the County of Collier, Florida, are hereby required to submit their respective tentative budgets for the FY 06 fiscal year to the Board of County Commissioners by May 1, 2005. This Resolution shall be effective upon its adoption. This Resolution adopted this 28th day of September, 2004, after motion, second and majority vote favoring same. ATTEST: = ' ` BOARD OF COUNTY COMMISSIONERS DWIGHT : ROCK', =Olerk COLLIER C TY, FLORIDA CBy: Drrr�.v ' DON &A FIALA, CHAIRMAN Ait dt .f4.f'>Dt1' 8 Appry ' 11d legal sufficiency: A- Iff- David C. Weigel Item# County Attorney Agen Date Date �} � t ' Rec'd ""t, �' ,p. ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP, F 4 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressees) List in routing order Office Initials Date 1.Heidi Ashton County Attorney (Initial) Applicable) 2. Sue Filson, Executive Manager Board of County Commissioners Agenda Item Number 16174 3. Minutes and Records signed by the Chairman, with the exception of most letters, must be reviewed and signed 4. Maria Bernal, Tourist Tax Coordinator (please return a fully executed copy to me) Tourism Department Number of Original 1 Attached I I Documents Attached PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Maria Bernal Phone Number 213 -2966 Contact appropriate. (Initial) Applicable) Agenda Date Item was September 28, 2004 Agenda Item Number 16174 Approved by the BCC signed by the Chairman, with the exception of most letters, must be reviewed and signed Type of Document Interlocal agreement Number of Original 1 Attached I I Documents Attached INSTRUCTIONS & CHECKLIST I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. (Initial) Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be X signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike- through and revisions have been initialed by the County Attorney's X Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the X document or the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's x — signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip x should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 INTERLOCAL AGREEMENT FOR THE PROVISION OF BEACH 16F4 RENOURISHMENT OF THE BEACHES IN THE CITY OF NAPLES. THIS INTERLOCAL AGREEMENT ( "Agreement "), is made and entered into this aye' 3 C ] 3 1zl t i ofg��("Q. (' , 2004 by and between the Board of County Commissioners, the governing tx, body of Collier County, a political subdivision of the State of Florida, hereinafter referred to as :y C C] "County" and the City of Naples, a Florida municipal corporation, hereinafter referred to as "City ". w RECITALS: WHEREAS, the Board of County Commissioners adopted a Tourist Development Tax Category "A" Funding Policy for beach renourishment and beach park facilities on December 16, 2003;and WHEREAS, the Board of County Commissioners reviewed a Grant Application in the amount of $9,914,600 from the City of Naples on April 13, 2004 for a proposed project to renourish the City of Naples beaches based on that approved policy; and WHEREAS, the renourishment of the beaches will extend from the city limits in Park Shore to approximately one -half mile north of Doctor's Pass and from the south side of Doctor's Pass to approximately 21" Avenue South (the "Renouri shment Project ") and WHEREAS, the Renourishment Project may include enlarging and maintaining the beach and shoreline by filling with compatible sand, planting and maintaining native dune vegetation and extending or modifying stormwater outfalls and/or the rock cover over these structures, and WHEREAS, the County desires to fund the Renourishment Project with tourist development taxes. NOW, THEREFORE, BASED UPON THE MUTUAL COVENANTS CONTAINED HEREIN, THE PARTIES AGREE AS FOLLOWS: 1. RECITALS. The above recitals are true and correct and incorporated herein. OR; 3689 PG; 196 F 1, 2. ELIGIBILITY FOR FUNDING. The Renourishment Project is eligible for TDC funding under the Board adopted policy. The estimated costs, including both construction and engineering services during construction is Nine Million Nine Hundred Fourteen Thousand Six Hundred Dollars and No /100 ($9,914,600) and will be funded by the County with tourist development funds up to a maximum of Nine Million Nine Hundred Fourteen Thousand Six Hundred Dollars and No/ 100 ($9,914,600). 3. COUNTY AS AGENT OF CITY. The County agrees to act as the agent of City to pursue all necessary grant applications, engineering, environmental and technical work and to seek the appropriate environmental permits. All applications and permits will be in the name of the County. The County shall select vendors and contractors for the work to be completed under this Section in accordance with its purchasing policy. In addition, the parties agree that the County may be required to extend or modify stormwater outfalls and /or the rock cover as part of the Renourishment Project, but the County does not and will not own the stormwater outfalls and/or rock cover as a result of the Renourishment Project. 4. INDEMNIFICATION. To the extent permitted by law, the City shall hold harmless and defend the County, and its agents and employees, from any and all suits and actions including attorney's fees and all costs of litigation and judgments of any name and description arising out of or incidental to this Agreement including the City's error or negligence in obtaining easements and/or for the City's error or failure to timely perform permit conditions. This provision shall also pertain to any claims brought against the County by any employee of the City, any subcontractor, or anyone directly or indirectly employed or authorized to perform work by any of them. 5. PRIVATE PROPERTY EASEMENTS. The City agrees to process the necessary easements from the property owners fronting on the project area and to grant the same rights under those easements to the County and selected vendors and contractors for purposes of completing the project. If the City is unsuccessful in obtaining the necessary easements from a property owner, OR; 36$9 16 then the renourishment shall be seaward from the erosion control line or mean -high water line on the applicable property. 6. CITY TO COMPLETE PERMIT CONDITIONS. The City agrees to be responsible to fulfill the ongoing obligation of the permits and all conditions of the permits such as continued maintenance of the beach area. The costs of the annual monitoring anticipated to be required by the permit for the project to be issued by State of Florida, Department of Environmental Protection (FDEP) will be the responsibility of the City. The City may apply to the County for tourist development tax funding, however, this Agreement does not guarantee future funding. If the City fails to complete any permit condition, then the County may complete the condition and the City shall reimburse the County for its actual costs. 7. CONSTRUCTION ACCESS. The City hereby agrees to grant to the County a right, privilege and license to access the beaches through City property located at 3rd Avenue North, Lowdermik Park, 17`" Avenue South and such other access points as designated by the City. 8. PROJECT PERIOD. The County and City agree that the estimated date for commencement of construction of the beach renourishment and stabilization project is November 1, 2004 and that the duration of construction is not expected to last beyond six- months (sea turtle nesting season typically precludes construction from May 1" through October- 31 "). If the necessary permitting is not received in time for the project to be completed in this timeframe, then it will be postponed until November 1, 2005. 9. TERMINATION. This Agreement shall commence upon execution and terminate upon expiration of the permits and any extensions. The permits are expected to be 10 -year permits. 10. AVAILABILITY OF FUNDS. This Agreement is subject to budget and collection of Tourism Development Tax Funds. OR: 3689 2(-- 1- ;361 11. MISCELLANEOUS PROVISIONS. �- A. Any and all notices, designations, consents, offers, acceptances, or other communications provided for herein shall be given to the City, attention City Manager, City of Naples, 735 8t1i Street South, Naples, Florida 34102. Notice to the County, attention County Manager, Collier County Government Complex, 3301 Tamiami Trail East, Naples, FL 34112. B. This writing embodies the entire agreement and understandings between the parties and there are no other agreements or understandings, oral or written, with reference to the subject matter herein, no alteration change or modification to the terms of this Agreement shall have any force or effect unless made in writing and signed by the parties hereto. This Agreement shall be governed and construed in accordance with the laws of the State of Florida. This Agreement may be executed in each of several copies, each of which may be considered an original. C. The City may not sell, transfer, or assign this Agreement, or any part hereof, without the written consent of the County. IN WITNESS WHEREOF, the parties have caused this Interlocal Agreement to be executed the day and year aforesaid in counterparts, each counterpart to be considered an original. DATED: �o� ' ✓� ' D ATTEST. _ DW4t,K, . Bk K, Clerk r t e`puty Clerk Attest a*SU ft: reap S sigAatwre tx1y. Approved as to form and legal sufficiency: �JL',A s % _ t.al — Heidi F. Ashton Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: — / , —'7/jd ZF- DONNA IALA, Chairman ATTEST: TARA NORM N, City Clerk Approved as to form. and legal sufficiency: ROBERT D. PRITT, City Attorney * ** OR: 3689 GRANTEE CITY OF NAPLES By: BILL BARNETT, Mayor PG: 1937 * ** 16 F4`0 WITNESSES: (I} -/ A A-&A4 Ag�� Signature lfh 16hw _� I� i'ylwst) Printed/Typed Name (2) _aL)iA� Sig ture W Ie/T4 14C- f713 Printed /Typed Name ORIGINAL DOCUMENTS CHECKLIST & ROUTING SL V5 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document; Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue FiNnn (line ti5) Route to Addressee(s) (List in routing order) Office Initials Date 1.� appropriate. (Initial) Applic able) 2. 9/28/04 Agenda Item Number 16F 3. signed by the Chairman, with the exception of most letters, must be reviewed and signed 4. Resolution Number of Original 1 5. Sue Filson, Executive Manager Board of County Commissioners Documents Attached 9a q -o rU PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created /prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Mike Smykowski/Pat Lehnhard Phone Number X -8973 Contact appropriate. (Initial) Applic able) Agenda Date Item was 9/28/04 Agenda Item Number 16F Approved by the BCC signed by the Chairman, with the exception of most letters, must be reviewed and signed Type of Document Resolution Number of Original 1 Attached I I Documents Attached 1NgTR1jCTT(lN4Z ,l, rnlWritT iCT I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 1V 1 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/A (Not appropriate. (Initial) Applic able) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board WIA 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the fmal negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 MEMORANDUM Date: September 29, 2004 To: Michael Smykowski, Budget Director Management & Budget From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Resolution 2004 - BAR -01 Re: Amended Budget FY 2003 -04 Fiscal Year Enclosed please find two (2) certified copies of the document referenced above, (Agenda Item #16F5), as approved by the Board of County Commissioners on Tuesday, September 28, 2004. The original document is being retained for the record. If you should have any questions, please call me at 774 -8406. Thank you. Enclosures (2) RESOLUTION NO. 04- BAR -01 16F5 A RESOLUTION PURSUANT TO SECTION 129.06(2), FLORIDA STATUTES, TO AMEND THE BUDGET FOR THE 2003 -04 FISCAL YEAR. WHEREAS, Section 129.06(2), Florida Statutes, provides that the Board of County Commissioners (hereinafter also referred to as 'Board ") at any time within a fiscal year may amend a budget for that year, and provides the procedures therefor; and WHEREAS, the Board of County Commissioners of Collier County, Florida, has received copies of budget amendments which provide for but are not limited to: revenue from grants, donations or contributions, or insurance proceeds for a designated purpose. WHEREAS, the Board has determined that it is appropriate to amend the Budget for Fiscal Year 2003 -04 by resolution pursuant to Section 129.06, Florida Statutes. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that the budget amendments to the FY 2003 -04 Budget described below are approved and hereby adopted and the FY 2003 -04 Budget is so amended. INCREASE (DECREASE) CARRY FORWARD BUDGET OR INCREASE INCREASE INCREASE EXPLANATION AMENDMENT INTERFUND (DECREASE) (DECREASE) (DECREASE) FOR FUND NUMBERS TRANSFERS RECEIPT EXPENDITURE RESERVES APPROPRIATION 346 04 -015 $83,000 $83,000 Recognize CDBG Entitlement Grant funds. 491 04 -024 $64,380 $64,380 Recognize transfer from EMS grant funds. 123 04 -043 $684 $684 Recognize CDBG funds for emergency, short-term pharmacy assistance for indigent. 118 04 -048 $83,640 $83,640 Recognize Florida Department of Community Affairs mitigation grant. 116 04 -058 $10,016 $10,016 Recognize balance of FY 03 United Way Grant. 116 04 -060 $24,000 $24,000 Recognize FY 04 United Way Grant. 301 04 -064 $1,000 $1,000 Recognize contribution from Wal -Mart. 491 04 -065 $15,474 $15,474 Recognize donation from American Heart Association and miscellaneous revenue. 001 04 -078 $43,953 $43,953 Recognize State Court Grant. 126 04 -103 $330,055 $330,055 Recognize FDOT Block Grant. 123 04 -108 $76,252 $76,252 Recognize Older Americans Act 123 04 -109 $32,602 $32,602 contract appropriations. 123 04 -110 $159,870 $159,870 123 04 -111 $31,459 $31,459 121 04 -128 $82,500 $82,500 Recognize State Challenge Grant. 001 04 -129 $250,000 $250,000 Recognize contributions for street lights on the East Trail. 111 04 -130 $1,520 $1,520 Recognize private donations for recreation programs. 313 04 -136 $270,250 $270,250 Recognize FDOT Grant. -1- -2- 16F-5 INCREASE a (DECREASE) =+ CARRY FORWARD BUDGET OR INCREASE INCREASE INCREASE EXPLANATION AMENDMENT INTERFUND (DECREASE) (DECREASE) (DECREASE) FOR FUND NUMBERS TRANSFERS RECEIPT EXPENDITURE RESERVES APPROPRIATION 414 04 -170 $25,000 $25,000 Recognize South Florida Water Management District Grant. 001 04 -174 $3,897 $3,897 Recognize balance of EMPA Grant. 191 04 -180 $50,000 $50,000 Recognize Residential Construction Mitigation Program Grant. 301 04 -192 $16,523,212 $16,552,400 ($29,188) To utilize Commercial Paper Loan. 306 04 -237 $26,300 $26,300 Recognize Big Cypress Basin Water Resource Conservation Grant. 490 04 -257 $6,000 $6,000 Recognize donation from the American Heart Association. 490 04 -258 $6,980 $6,980 Recognize donation for the purchase of a MAC 5000 (Audiocare) Unit. 121 04 -273 $155,599 $155,599 Recognize HUD Supportive Housing Grant. 121 04 -295 $882,500 $882,500 Recognize U.S. Dept. of Housing & Urban Dev. Grant. 121 04 -296 $96,500 $96,500 Recognize U.S. Dept. of Housing & Urban Dev. Grant. 121 04 -297 $595,000 $595,000 Recognize U.S. Dept. of Housing & Urban Dev. Grant. 121 04 -298 $2,628,000 $2,628,000 Recognize U.S. Dept. of Housing & Urban Dev. Grant. 191 04 -299 $4,936,033 $4,936,033 Recognize State of Florida Grant for SHIP program. 129 04 -319 $7,500 $7,500 Recognize Federal Aid to Libraries Grant. 123 04 -330 $204,523 $204,523 Recognize State grant for the Community Care for the Elderly Program. 123 04 -331 $559 $559 Recognize State grant for the Alzheimer's Disease Initiative (ADI) program. 123 04 -332 $6,074 $6,074 Recognize State grant for the Home Care for the Elderly (HCE) program. 129 04 -333 $133,135 $133,135 Recognize funds received from State Aid to Libraries Program. 123 04 -334 $6,877 $6,877 Recognize additional funds received from Senior Solutions. 001 04 -340 $10,080 $10,080 Recognize CDBG funds for Collier County Hunger & Homeless Coalition. 118 04 -349 $202,647 $202,647 Recognize Homeland Security Grant. 118 04 -350 $8,330 $8,330 Recognize Hazards Analysis Grant. -2- INCREASE (DECREASE) CARRY FORWARD BUDGET OR INCREASE INCREASE INCREASE AMENDMENT INTERFUND (DECREASE) (DECREASE) (DECREASE) FUND NUMBERS TRANSFERS RECEIPT EXPENDITURE RESERVES 16F5 EXPLANATION FOR 4PPR OPR I A TTON 313 04 -362 $15,000 $15,000 Recognize funds received from Civic Association. 126 04 -384 $53,873 $53,873 Recognize FDOT Grant. 126 04 -385 $632,622 $632,622 Recognize MPO Planning Grant. 306 04 -399 $30,000 $30,000 Recognize grant from Solid Waste Tire Grant Program. 116 04 -419 $49,286 $49,286 Recognize miscellaneous grant for Cleanup Restoration. 117 04 -423 $50,000 $50,000 Recognize U.S. Fish & Wildlife Service Grant 126 04 -447 $531,971 $531,971 Recognize MPO Planning Grant. 490 04 -450 $11,765 $11,765 Recognize donation from the American Heart Association. 126 04 -464 $428,549 $428,549 Recognize MPO Planning Grant. 313 04 -473 $1,007,700 $1,007,700 Recognize grant from the Florida Communities Trust Counsel. 116 04 -479 $2,569 $2,569 Recognize funds from RSVP Agency, Corporation for National and Community Service. BE IT FURTHER RESOLVED that the Clerk is hereby ordered and directed to spread this Resolution in full among the minutes of this meeting for permanent record in his office. This Resolution adopted this 28`h day of September 2004, after motion, second and majority vote. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E.D1, COLLIER CO TY FLORIDA By. By. DEPUTY44,E = DO FIALA, CHAIRMAN Att Approved as to form and legal sufficiency: A David Weigel County Attorney Item # Agenda Date Date Recd _ WE BOARD OF COUNTY COMMISSIONERS MISCELLANEOUS CORRESPONDENCE September 28, 2004 FOR BOARD ACTION: MISCELLANEOUS ITEMS TO FILE FOR RECORD WITH ACTION AS DIRECTED: A. Minutes: Collier County Airport Authority - Minutes of August 9, 2004. 2. Development Services Advisory Committee - Minutes of August 4, 2004 Collier County Planning Commission - Agenda for August 5, 2004, August 19, 2004, September 2, 2004; Minutes of July 1, 2004, July 15, 2004, July 22, 2004, August 5, 2004. 4. Environmental Advisory Council - Agenda for September 1, 2004, August 4, 2004; Minutes of July 7, 2004. Conservation Collier Land Acquisition Advisory Committee - Agenda for August 9, 2004; Minutes of July 12, 2004. 6. Pelican Bay Services - Agenda for August 4, 2004; Minutes of July 7, 2004. a) Clam Bay Sub Committee - Agenda for August 4, 2004; Minutes of July 7, 2004; Budget Sub - Committee - Minutes of July 21, 2004 7. Collier County Coastal Advisory Committee - Minutes of June 10, 2004. Golden Gate Estates Land Trust Committee Meeting - Minutes of May 24, 2004. 9. Golden Gate Beautification Advisory Committee - Minutes of February 10, 2003; Minutes of April 13, 2004, Minutes of June 8, 2004. 10. Bayshore Beautification M.S.T.U. - Agenda for August 11, 2004 Agenda September 8, 2004; Minutes of July 14, 2004; Minutes of August 11, 2004 11. Vanderbilt Beach M.S.T.U. - Agenda and Minutes for August 5, 2004. 12. Citizens Corps Advisory Committee - Agenda and Minutes of May 19, 2004; Agenda and Minutes of June 16, 2004. H:Data/Format MI 13. Park and Recreation Advisory Board — Agenda for August 18, 2004; Minutes of June 16, 2004. 14. Immokalee Area Master Plan — Agenda for August 18, 2004; Minutes of June 16, 2004. 15. Collier County Library Advisory Board — Agenda for August 25, 2004; Minutes of May 26, 2004. 16. Forest Lakes Roadway and Drainage M.S.T.U. — Agenda for September 8, 2004. 17. Immokalee Local Redevelopment Advisory Board — Minutes of July 28, 2004. 18. Collier Countv Domestic Animal Services Advisory-Board — Minutes of August 17, 2004. 19. Collier County Contractor's Licensing — Agenda for August 18, 2004. 20. Historical & Archaeological Preservation Board — Agenda for August 18, 2004; Minutes of May 19, 2004. 21. Radio Road Beautification M.S.T.U._— Agenda and Minutes of July 21, 2004. 22. Lely Golf Estates Beautification M.S.T.U. — Agenda for August 19, 2004 and Minutes of July 15, 2004. 23. Collier County Emergency Medical Services Advisory Council — Minutes for May 26, 2004, June 23, 2004, and July 29, 2004. H:Data/Format Present: Staff: n'`inIa i1alas HenNng Coyle Coletta 1611 Al COLLIER COUNTY AIRPORT AUTHORITY MINUTES OF AUGUST 9, 2004 Dennis Vasey Stephen Price Byron Meade Jim Peterka John Kirchner Joan Greco Public: Winona Stone Luc Carriere Tammie Nemechak RECEIVED AUG 18 2004 Board of County Commissioners Gene Schmidt Debra Harnaga John Henderson Carol Glassman Tom Palmer Jack Reynolds Mike Taylor Kelly Rubino I. MEETING CALLED TO ORDER AND QUORUM CHECK Meeting called to order at 1:10 p.m. and quorum was not present till 1:30. H. Executive Directors Report Gene Schmidt will be leaving and would be interested in hearing his evaluations. Dennis Vasey will submit his report in writing and it will be on the next meeting agenda. The Everglades abutting property was the next issue. Gene Schmidt explained that on April 15 a company began clearing the mangroves and other vegetation along our access road at Everglades Airpark. Bob Tweedie and Gene Schmidt spoke to Chuck Lehmann the project manager who claimed the work was being done by the City of Everglades. Bob Tweedie had flown there to see what they were doing and took pictures of the mangroves they had pulled out. Terry Smallwood who works for Everglades City was contacted about obtaining a permit for the work being done. So far nothing has been done. The work has continued again without any permits that we know of A permit is needed from the EPA to remove mangroves. Tom Palmer and Gene Schmidt went there a week ago to view the destruction and take pictures. When the before and after pictures were compared there was a considerable amount of damage done to the mangroves. Chairman Vasey proposed a motion to send a letter to Florida Department of Environmental Protection, notify in the City of Everglades, the State and the Mayor that the destruction of mangroves did occur and we have the proof. Jim Peterka seconded the motion. All were in favor. III. Approval of the Consent Agenda IILO i4 6V1 t )A'X 1611 Al Chairman Vasey made motion to approve consent agenda. Byron Meade seconded it. All in favor. B. Administrative C. Capital Improvements Luc Carriere discussed the JACIP Plan. It is our long term capital improvement program for Immokalee Airport. Luc spoke about the runway extension to attract cargo operations. We are in Phase I which is obtaining a construction permit to allow companies to build landside. The third part was T- Hangars as we had twenty -two people on the waiting list. Luc wanted some guidance from the staff to see if these were the right steps for the next five years. Jack Reynolds who is from the FAA Orlando office gave us some insight. He has identified our program as an economic development. Our immediate issue is the JACIP. We need to have it on paper by September so we can submit it in November. Jack stated one of the main things we needed now was funding. We would not be able to get any FAA funding to generate demand. You have to have a demand and get enough written documentation for it. He said if we reconstruct our runway it is the best way to get funding. The next project would be to attract business for the 8700 foot runway. This would take 5 or 6 years to finalize. Jack felt we could get $3m of federal money for the runway. We also need an environmental approval to do this. Luc Carriere said if we want a runway extension he recommends the approach to be to submit the FAA grant to rehab the runway for 5000 feet and there is an existing JACIP program to do a master plan that would initiate the extension. Then go to an environmental assessment to make sure those issues are there and how do we fund it. You may need to purchase more land depending on the size of the runway. If we create jobs for this project there maybe state and federal funding available. Tammie Nemechak claims we are lacking the overall vision for the Immokalee Airport. She would like to do a "quantitative analysis" to show us our ranking to other airports and what types of businesses would want to do business with us so the EDC could start a marketing campaign. The price for this analysis is $257,300. Chairman Vasey said we need t- hangars as it will generate some revenue. We have been working with EDC to get this agreement out. Byron Meade wanted to know what was needed to get the building up. Tammie said the retention detention pond was the first thing. Luc Carriere said we were getting a construction permit to build everything but the t- hangars. 1611 Steve Price said we have to get in a position to build something. He never thought cargo companies were the way to proceed. Steve questions who and what we are doing with the marketing money. Steve thinks Skytruck type companies are the way to go economically. Manufacturing is the more practical way to produce income. If we concentrate in this area we will meet the February deadline for them to move in. Dennis Vasey stated the order of importance as: wet and dry retention, lease, t- hangars, rehab and the runway extension in the future. Luc Carriere said we were then not looking to market cargo at Immokalee right away. Jim Peterka said that was something we would do once we were closer to the realization of an extended runway. Jack Reynolds wanted us to let the State know that we had the extension in mind at a later date. We are laying the ground work in our capital improvements plan for this project. D. Old Business Steve Price talked about the Selection Committee narrowing down the final candidates. The interview of the candidates is August 23 and the CCAA board meeting is August 24 at 8:00 a.m. and we will recommend a candidate to hire. E. New Business EDC Update Chairman Vasey talked about the Economic Development and Marketing Service Agreement. We will run the airport activity and the EDC will take care of the Economic Development at Immokalee. Tammie Nemechak spoke about the agreement briefly. The EDC were using the opportunities to use the Florida Tradeport as the hub for distribution for the Western Hemisphere for the Latin American countries. Similarly they are doing the same in Poland too. Steve Price did not want to put his name to this budget. He was reluctant on the cargo deal also. He is concerned without a plan to go to the Commission and ask for this money. Jim Peterka mentioned the campaign for the Florida Tradeport won an award on a $7,000 budget. He is in definite favor of the program. Chairman Vasey moved to approve this agreement. Three were in favor, one was not. The wildlife plan is finished and will be put into the administrative code according to John Kirchner. We are getting a permit to cover all the employees 1611 Al that are taking part in this. Risk Management had some good ideas. Everyone had the training on the safety. The air show steering committee is developed. The show is named the Ian Groom Memorial Speed Spectacular. The raceway is included with the air show. The meeting was adjourned at 3:00 p.m. Fiala ._ Halas A 2 Henning 1611ugust 4, 2004 Coyle Coletta TRANSCRIPT OF THE MEETING OF THE COLLIER COUNTY DEVELOPMENT SERVICES ADVISORY COMMITK'NEIVED . ,Nals Florida, August 4,2004 AUG 18 2004 Board of cOunty Commissioijer� LET IT BE REMEMBERED that the Collier County Development Services Advisory Committee, in and for the County of Collier, having conducted business herein, met on this date at 3:30 PM in REGULAR SESSION in Conference Room "610" in the Collier County Development Services Center, Naples, Florida, with the following members present: VICE CHAIRMAN: MEMBERS EXCUSED: Charles Abbott Justin Martin Bryan Milk Herbert Savage William Varian Robert Mulhere Clay Brooker Dalas Disney Robert Duane Marco Espinar Blair Foley Brian Jones Thomas Masters Thomas Peek Peter Van Arsdale STAFF PRESENT: Michelle Arnold, Director of Code Enforcement Denton Baker, Director of Financial Administration & Housing Barbara Burgeson, Principal Envir. Specialist, Environmental Services Norman Feder, Administrator, Transportation Division Gary Harrison, Plans Reviewer, Building Review & Permitting Tom Kuck, Director of Engineering Services Sandra Lea, Administrative Assistant, CDES Administration Gary Mullee, Financial Operations Manager, , Susan Murray, Director, Zoning & Land Development Reviewt�'� Joseph Schmitt, Administrator, CDES ff��,,� Nancy Siemion, Landscape Architect, Zoning & Land168Ve Review 16 I IguA,,Z_4- Marjorie Student, Assistant County Attorney Carolina Valera, Urban Design Planner, Zoning & Land Development Review Russell Webb, Principal Planner, Zoning & Land Development Review ALSO PRESENT: David Ellis, CBIA Brian Nelson, ABB, Inc. Ed Riley, Fire Code Official Vice Chairman Robert Mulhere called the meeting to order at 3:30 PM. I. APPROVAL OF AGENDA: On motion duly made by Thomas Masters and seconded by Thomas Peek, the meeting agenda was unanimously approved 10 -0. II. APPROVAL OF MINUTES — JUNE 2, 2004 AND JULY 7, 2004 MEETINGS On motion duly made by Thomas Masters and seconded by Thomas Peek, the minutes of the June 2, 2004 and July 7, 2004 Development Services and Advisor-/ Committee (DSAC) meetings were unanimously approved 10 -0. III. STAFF ANNOUNCEMENTS A. Community Development & Environmental Services Division Update — J. Schmitt Joseph Schmitt, Administrator of the Community Development & Environmenta Services Division, reported that two (2) well - qualified candidates were interviewed by the Selection Committee on August 3, 2004. The Committee is in the process of assessing the qualifications further. B. Transportation Division Update — N. Feder/D. Scott Norman Feder, Administrator of the Transportation Division, reported that the Golden Gate Overpass and the expansion of Vanderbilt Road to six (6) lanes were approved by the Board of County Commissioners on July 27, 2004. The construction on Vanderbilt Road will begin in the near future. He added tht specific milestones have been developed to appropriately coordinate the project and meet established timelines. Collier County will continue to coordinate planning re the overpass with the City of Naples, which has retained a consulicr, to evaluate the project further. Mr. Feder noted that the city water main will nFF d to be moved prior to November. The overpass is projected to be completed it,, two (2) years. 2 16 Juust 0 In response to a question raised by Thomas Masters regarding the micropaving which is currently underway, Mr. Feder commented that the paving is working out well; it is lesstcostly and quicker to install. C. Public Utilities Division Update There was no report. IV. NEW BUSINESS A. 2nd Cycle LDC Amendments Thomas Masters, Chairman of the DSAC Land Development Regulation Subcommittee, advised that with the exception of the architectural amendments, the Subcommittee reviewed the 2004 Land Development Code Amendments — Cycle 2 and further recommended their approval with comments as noted on the Cycle 2 Summary Sheet which was distributed to the DSAC members. Russell Webb, Principal Planner, provided an overview of the amendments, noting that further clarifications are needed for certain amendments (i.e., Section 1.08.02 regarding building zone height). Mr. Peek suggested that rather than review the additional changes individually, the DSAC should defer approval of these items to the DSAC Land Development Regulation Subcommittee. Following a brief discussion and on motion duly made by Thomas Peek and seconded by Peter Van Arsdale, the DSAC unanimously deferred approval, by a vote of 10 -0, to the DSAC Land Development Regulation Subcommittee those 2004 Land Development Code Amendments which were not previously reviewed by the DSAC Land Development Regulation Subcommittee. Mr. Webb advised that the Subcommittee is scheduled to meet August 12, 2004. Mr. Webb will investigate, revise and/or follow -up regarding questions raised and revisions recommended by the DSAC members regarding the following Amendments that were recommended for approval by the Subcommittee: 5.03.04 — Section 2.6.15 - Dumpsters and Recycling 6.01.01, Section 3.2.8.4.19 — Utilities Required to be Installed Underground Sec. 2.03.08 A.3. — Neutral Lands With respect to Section 10.02.05 F.5.a. re "Time Limitations on Appeals ", the DSAC, on motion duly made by Robert Duane and seconded by Thomas Peek, unanimously agreed by a vote of 10 -0 to change the wording to reflect the following: - 3 161A,22 Igust "Any appeal that has not been acted upon with six months of the applicant filing the appeal unless extended by the Board of County Commissioners, will be determined to be withdrawn and cancelled. Further review and action on the appeal will require a new application subject to the then current code." On motion duly made by Thomas Masters, seconded by Thomas Peek and unanimously carried by a vote of 10 -0, the DSAC agreed to accept (1) the recommendations of the Land Development Regulation Subcommittee (LDR) with respect to those Amendments previously approved by the LDR and (2) amendments recommended for approval by the LDR at its meeting on August 12, 2004, with the exception of amendments which may be deemed controversial by the LDR; any controversial amendments will be presented and reviewed by the DSAC at its September 1, 2004 meeting. B. Overview re Progress of Hansen Software Project Gary Mullee, Financial Operations Manager, provided a brief summary of the Hansen project and further requested input from the DSAC with respect to their preferred level of involvement in the implementation process. He advised that following execution of the contract two (2) months ago, a Board of Directors was appointed, composed of a Director (Denny Baker), Project Manager (Richard Badge), Internal Engineer (Gary Mullee) and the CDES Directors. Introductory training will be provided in several weeks to a core team, composed of representatives from each department. Presently, the Information Technology Department is preparing for database conversion. The program is expected to be implemented within the CDES Division in June, 2005. In terms of involvement in the process by DSAC, it was agreed, at the suggestion of Blair Foley, that a member of the DSAC Budget and Operations Subcommittee, should be appointed to attend the Board of Directors meetings. The Subcommittee will report regularly to the full DSAC re the progress of the implementation process. Mr. Baker advised that the Board of Directors will meet monthly; the first meeting is scheduled on August 19, 2004. The Subcommittee will appoint a representative at its meeting on August 11, 2004. V. OLD BUSINESS A. Ordinance re Property Maintenance Code Michelle Arnold, Director of Code Enforcement, presented for consideration the proposed revisions to the ordinance re Property Maintenance Code. In response to concerns of the DSAC members, she advised that the proposed ordinance will restrict inspections of rental properties to only those where violations have been reported, thereby establishing more reactive as opposed to proactive actions in. this regard. Furthermore, inspectors will be required to obtain entry consents from the property owner(s). 4 61 JA ugust , 004 The proposed Ordinance was reviewed in detail by DSAC members. In view of the number of questions raised, and in particular, reference to the number of windows required in a dwelling, Joseph Schmitt, Administrator, stated that prior to action by the DSAC, the recommended revisions need to be made and the ordinance should further be reviewed by Gary Harrison of the Building Review and Permitting Department and Edward Riley, Fire Code Official, in terms of consistency with the building code provisions. On motion duly made by Thomas Peek and seconded by Clay Brooker, the DSAC agreed that consideration of the Property Maintenance Code should be continued until the September 1, 2004 DSAC meeting. Mr. Schmitt noted that,, if necessary, presentation of the proposed ordinance to the Board of County Commissioners on September 14, 2004 will be rescheduled for a later date. VI. SUB- COMMITTEE REPORTS In view of the time constraints, sub - committee reports were postponed until the September 1, 2004 meeting.- VII. COMMITTEE MEMBER COMMENTS None. VIII. NEXT MEETING DATE The next meeting of DSAC will be Wednesday, September 1, 2004 at 3:30 p.m. in Conference Room 610. There being no further business for the good of the County, the meeting was adjourned by order of the Chair at 5:30 PM. COLLIER COUNTY DEVELOPMENT SERVICES ADVISORY COMMITTEE Vice Chairman Robert Mulhere 5 e a a s Henning Coyle Coletta AGENDA 1611 A3. COLLIER COUNTY PLANNING COMMISSION WILL MEET AT 8:30 A.M., THURSDAY, AUGUST 5, 2004, IN THE BOARD OF COUNTY COMMISSIONERS MEETING ROOM, ADMINISTRATION BUILDING, COUNTY GOVERNMENT CENTER, 3301 TAMIAMI TRAIL EAST, NAPLES, FLORIDA: NOTE: INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES ON ANY ITEM. INDIVIDUALS SELECTED TO SPEAK ON BEHALF OF AN ORGANIZATION OR GROUP ARE ENCOURAGED AND MAY BE ALLOTTED 10 MINUTES TO SPEAK ON AN ITEM IF SO RECOGNIZED BY THE CHAIRMAN. PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS INCLUDED IN THE CCPC AGENDA PACKETS MUST SUBMIT SAID MATERIAL A MINIMUM OF 10 DAYS PRIOR TO THE RESPECTIVE PUBLIC HEARING. IN ANY CASE, WRITTEN MATERIALS INTENDED TO BE CONSIDERED BY THE CCPC SHALL BE SUBMITTED TO THE APPROPRIATE COUNTY STAFF A MINIMUM OF SEVEN DAYS PRIOR TO THE PUBLIC HEARING. ALL MATERIAL USED IN PRESENTATIONS BEFORE THE CCPC WILL BECOME A PERMANENT PART OF THE RECORD AND WILL BE AVAILABLE FOR PRESENTATION TO THE BOARD OF COUNTY COMMISSIONERS IF APPLICABLE. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE CCPC WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. NOTE: The public should be advised that two (2) members of the Collier County Planning Commission (Dwight Richardson and Bob Murray) are also members of the Community Character /Smart Growth Advisory Committee. In this regard, matters coming before the Collier County Planning Commission may come before the Community Character /Smart Growth Advisory Committee from time to time. 1. PLEDGE OF ALLEGIANCE RECEIVED 2. ROLL CALL BY CLERK JUL 2 7 2004 3. ADDENDA TO THE AGENDA Board of County Commissioners 4. PLANNING COMMISSION ABSENCES 5. APPROVAL OF MINUTES — JULY 1, 2004, REGULAR MEETING 6. BCC REPORT- RECAPS —JUNE 29-30,2004, BUDGET WORKSHOP 7. CHAIRMAN'S REPORT 8. ADVERTISED PUBLIC HEARINGS ADVERTISED PUBLIC HEARINGS A. Petition: CU- 2003 -AR -4978, Julio Del Risco represented by PaMela'Stewart, Esq., requesting Conditional ""t Use 6 of the RMF -12 zoning district for a Group Care Facility' to provid� 1Q4g' food, and care to 166r more than 12 residents who have mental disabilities, as specified per Section �l'. . b'�the Collier County Land Development Code. The property is located at 4470 Golden Gate Parkw. er d scrib d as Lot.. P P _ ._ t59 49 16 and the west 1/2 of Lot 17, Golden Gate Unit 3 Block 81. he roe j §,in. South, Range 26 East, Collier County, Florida, consisting of .34f acres. (Coordinator: Robin Meyer) 1 , i B. Petition: PDI- 2004 -AR -5337, Long Bay Partners, LLC, represented by Anita Jenkins, AICP, of WilsonMiller, Inc., requesting an insubstantial change to the Mediterra PUD Master Plan as adopted through Ordinance No. 01 -61. The map change consists of the removal of the entry road connection to the Future East -West Livingston Road at the southeast corner of the property and changing the Village Center (VC) designation, east of north -south Livingston Road, to Village Center (VC) or Residential (R) designation to allow for the option of residential development. Mediterra is located within Lee and Collier Counties, however the PUD jurisdiction applies only to the property located in Collier County. The Collier County project site is located in Sections 11 and 12, Township 48 South, Range 25 East. (Coordinator: Mike Bosi) C. Petition PUDZ- 2002 -AR -34111 Carl M. Nagel, Managing Partner of CDN Properties LLC, and Thomas Craig, of Craig Construction and Restoration, Inc., represented by Robert J. Mulhere, AICP, of RWA, Inc, and R. Bruce Anderson, of Roetzel and Andress, requesting a rezone from "A" Agricultural to "PUD" Planned Unit Development for a project to be known as the Nagel -Craig Business Park PUD to allow a maximum of 417,000 square feet of business park land uses in buildings not to exceed 42 feet in height. The property is located on the west side of Collier Boulevard approximately '/4 mile north of Vanderbilt Beach Road, in Section 34, Township 48 South, Range 26 East, Collier County, Florida, consisting of 37.5± acres. (Coordinator: Kay Deselem) D. Petition: PUDA- 2003 -AR -40081 Waterside Shops at Pelican Bay Trust and WC1 Communities, Inc., represented by C. Laurence Keesey, Esq., requesting a rezone from Planned Unit Development (PUD) to Planned Unit Development (PUD) known as the Pelican Bay PUD for the purpose of amending the PUD document to reallocate 121,000 square feet of approved, but not yet constructed and uncommitted commercial use from the North Commercial Area to the South Commercial Area. Most of the 121,000 square feet of commercial square footage to be relocated will be converted to and utilized for additional retail use within the Waterside Shops. In addition, the Pelican Bay PUD is currently approved to contain up to a maximum of 8,600 residential dwelling units. This petition will reduce the approved maximum number by 800 units, to a new maximum of 7,800 residential dwelling units. The property to be considered for this rezone is located in the Northwest quadrant of the intersection U.S. 41 and Seagate Drive, at 5555 Tamiami Trail N., in Sections 32 and 33, Township 48 South, Range 25 East, and Sections 4, 5, 8, and 9, Township 49 South, Range 25 East Collier County, Florida and consisting of 2,104 acres. (Coordinator: Ray Bellows) E. Petition: DOA - 2003 -AR -4777, Waterside Shops at Pelican Bay Trust represented by C. Laurence Keesey, Esq., requesting an amendment to the Pelican Bay Development of Regional Impact (DRI) to relocate 121,000 square feet of approved, but not yet constructed and uncommitted commercial use from the North Commercial Area to the South Commercial Area and reduce the approved maximum number of residential dwellings by 800 units to a new maximum of 7,800 residential dwelling units. The property to be considered for this rezone is located in the Northwest quadrant of the intersection of Tamiami Trail (US -41) and Seagate Drive in Sections 32 and 33, Township 48 South, Range 25 East, and Sections 4,5,8 and 9, Township 49 South, Range 25 East, Collier County, Florida. (Coordinator: Ray Bellows) OLD BUSINESS 10. NEW BUSINESS 11. PUBLIC COMMENT ITEM 12. DISCUSSION OF ADDENDA 13. ADJOURN CCPC Agenda /RB /sp 0 1 . i Aft Fiala J 16 I Halas Henning ✓ !RECEIVED Coyle Coletta AGENDA AUG 10 2004 Board of County Commissioners COLLIER COUNTY PLANNING COMMISSION WILL MEET AT 8:30 A.M., THURSDAY, AUGUST 19, 2004, IN THE BOARD OF COUNTY COMMISSIONERS MEETING ROOM, ADMINISTRATION BUILDING, COUNTY GOVERNMENT CENTER, 3301 TAMIAMI TRAIL EAST, NAPLES, FLORIDA: NOTE: INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES ON ANY ITEM. INDIVIDUALS SELECTED TO SPEAK ON BEHALF OF AN ORGANIZATION OR GROUP ARE ENCOURAGED AND MAY BE ALLOTTED 10 MINUTES TO SPEAK ON AN ITEM IF SO RECOGNIZED BY THE CHAIRMAN. PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS INCLUDED IN THE CCPC AGENDA PACKETS MUST SUBMIT SAID MATERIAL A MINIMUM OF 10 DAYS PRIOR TO THE RESPECTIVE PUBLIC HEARING. IN ANY CASE, WRITTEN MATERIALS INTENDED TO BE CONSIDERED BY THE CCPC SHALL BE SUBMITTED TO THE APPROPRIATE COUNTY STAFF A MINIMUM OF SEVEN DAYS PRIOR TO THE PUBLIC HEARING. ALL MATERIAL USED IN PRESENTATIONS BEFORE THE CCPC WILL BECOME A PERMANENT PART OF THE RECORD AND WILL BE AVAILABLE FOR PRESENTATION TO THE BOARD OF COUNTY COMMISSIONERS IF APPLICABLE. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE CCPC WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. NOTE: The public should be advised that two (2) members of the Collier County Planning Commission (Dwight Richardson and Bob Murray) are also members of the Community Character /Smart Growth Advisory Committee. In this regard, matters coming before the Collier County Planning Commission may come before the Community Character /Smart Growth Advisory Committee from time to time. 1. PLEDGE OF ALLEGIANCE 2. ROLL CALL BY CLERK 3. ADDENDA TO THE AGENDA 4. PLANNING COMMISSION ABSENCES 5. APPROVAL OF MINUTES —JULY 15, 2004, REGULAR MEETING; JULY 22, 2004, REGULAR MEETING 6. BCC REPORT- RECAPS —JULY 27, 2004, REGULAR MEETING 7. CHAIRMAN'S REPORT 8. ADVERTISED PUBLIC HEARINGS ADVERTISED PUBLIC HEARINGS �y D �'e2: 'l I4 : r T 1 Gc 10. 1 61 .A 3 A. Petition: PUDZ -A- 2004 -AR -5211, Naples Golf Development, LLC, Naples South, LLC; and Naples Golf Club South LLC, represented by Robert Duane, AICP, of Hole Montes, Inc., requesting a rezone from "PUD" Planned Unit Development known as Boyne South PUD to "PUD" Planned Unit Development also known as Boyne South PUD by revising the PUD document and Master Plan to change the permitted use of Tract B from Commercial /Motel to allow for 34 multi- family units and eliminate the 64 motel units; Increase the number of dwelling units from 154 to 171 dwelling units; Change the permitted use of the existing Tract "D" from multi - family to single - family; Provide for a new access point east of the existing access road; Reduce the size of the golf course tract from 152 acres to 148 acres; Increase the size of the residential area from 54 acres to 58 acres; and reduce the density from 1.19 units per acre to 0.7 units per acre. The property is located on the south side of US 41, 5 miles east of Collier Boulevard (C.R. 951), in Section 20, Township 51 South, Range 27 East, Collier County, Florida, consisting of 242.35± acres. (Coordinator: Fred Reischl) B. Petition: VA- 2004 -AR -5878, Michael J. Needham and Wendy B. Needham, property owners, represented by Michael A. Durant of Conroy, Coleman and Hazzard, P.A., requesting a 7 -foot variance in the PUD zoning district from the required 15 -foot rear setback, to allow an eight -foot (8) setback, within which the petitioner wants to extend an existing screen enclosure. The property, consisting of 17,077 square feet, is located at 720 Bay Tree Court; further described as Site 7, Block A, Pelican Bay Unit One, in Section 4, Township 49 South, Range 25 East, Collier County, Florida. (Coordinator: Kay Deselem) C. Petition: PUDZ- 2003 -AR -4250, Golden Gate Fire Control and Rescue District and Waterways Joint Venture IV, represented by Karen Bishop, of PMS, Inc. of Naples, and Richard D. Yovanovich, of Goodlette, Coleman and Johnson, P.A., requesting a rezone from the Rural Agricultural (A) zoning district to the Mixed Planned Unit Development (MPUD) zoning district, to allow development of a fire station with a 135 -foot high communication tower and a 75 -foot high training facility, and sixteen (16) single - family attached dwellings (including townhouses intended for fee simple conveyance including the platted lot associated with the residence) and customary accessory uses. Property is located on the west side of Collier Boulevard (C.R. 951), approximately 340 feet north of Wolfe Road, in Section 34, Township 48 South, Range 26 East, Collier County, Florida, consisting of 9.38± acres. (Coordinator: Kay Deselem) D. Petition: PUDA- 2003 -AR -40081 Waterside Shops at Pelican Bay Trust and WCI Communities, Inc., represented by C. Laurence Keesey, Esq., requesting a rezone from Planned Unit Development (PUD) to Planned Unit Development (PUD) known as the Pelican Bay PUD for the purpose of amending the PUD document to reallocate 121,000 square feet of approved, but not yet constructed and uncommitted commercial use from the North Commercial Area to the South Commercial Area. Most of the 121,000 square feet of commercial square footage to be relocated will be converted to and utilized for additional retail use within the Waterside Shops. In addition, the Pelican Bay PUD is currently approved to contain up to a maximum of 8,600 residential dwelling units. This petition will reduce the approved maximum number by 800 units, to a new maximum of 7,800 residential dwelling units. The property to be considered for this rezone is located in the Northwest quadrant of the intersection U.S. 41 and Seagate Drive, at 5555 Tamiami Trail N., in Sections 32 and 33, Township 48 South, Range 25 East, and Sections 4, 5, 8, and 9, Township 49 South, Range 25 East Collier County, Florida and consisting of 2,104 acres. (Coordinator: Ray Bellows) E. Petition: DOA - 2003 -AR -4777, Waterside Shops at Pelican Bay Trust represented by C. Laurence Keesey, Esq., requesting an amendment to the Pelican Bay Development of Regional Impact (DRI) to relocate 121,000 square feet of approved, but not yet constructed and uncommitted commercial use from the North Commercial Area to the South Commercial Area and reduce the approved maximum number of residential dwellings by 800 units to a new maximum of 7,800 residential dwelling units. The property to be considered for this rezone is located in the Northwest quadrant of the intersection of Tamiami Trail (US -41) and Seagate Drive in Sections 32 and 33, Township 48 South, Range 25 East, and Sections 4,5,8 and 9, Township 49 South, Range 25 East, Collier County, Florida. (Coordinator: Ray Bellows) 2 9. OLD BUSINESS 10. NEW BUSINESS 11. PUBLIC COMMENT ITEM 12. DISCUSSION OF ADDENDA 13. ADJOURN CCPC Agenda /RB /sp 3 1611 A3- � F HS T 1 6 11. Henning RECEIVED Coyle — Coletta tG+ 2004 AGENDA adrd ctf z;,�;unt amJi SS inners COLLIER COUNTY PLANNING COMMISSION WILL MEET AT 8:30;14.M., TH0RSDAY, SEPTEMBER 2, 2004, IN THE BOARD OF COUNTY COMMISSIONERS MEETING, ROOM, ADMINISTRATION BUILDING, COUNTY GOVERNMENT CENTER, 3301 TAMIAMI TRAIL EAST, NAPLES, FLORIDA: NOTE: INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES ON ANY ITEM. INDIVIDUALS SELECTED TO SPEAK ON BEHALF OF AN ORGANIZATION OR GROUP ARE ENCOURAGED AND MAY BE ALLOTTED 10 MINUTES TO SPEAK ON AN ITEM IF SO RECOGNIZED BY THE CHAIRMAN. PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS INCLUDED IN THE CCPC AGENDA PACKETS MUST SUBMIT SAID MATERIAL A MINIMUM OF 10 DAYS PRIOR TO THE RESPECTIVE PUBLIC HEARING. IN ANY CASE, WRITTEN MATERIALS INTENDED TO BE CONSIDERED BY THE CCPC SHALL BE SUBMITTED TO THE APPROPRIATE COUNTY STAFF A MINIMUM OF SEVEN DAYS PRIOR TO THE PUBLIC HEARING. ALL MATERIAL USED IN PRESENTATIONS BEFORE THE CCPC WILL BECOME A PERMANENT PART OF THE RECORD AND WILL BE AVAILABLE FOR PRESENTATION TO THE BOARD OF COUNTY COMMISSIONERS IF APPLICABLE. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE CCPC WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. NOTE: The public should be advised that two (2) members of the Collier County Planning Commission (Dwight Richardson and Bob Murray) are also members of the Community Character /Smart Growth Advisory Committee. In this regard, matters coming before the Collier County Planning Commission may come before the Community Character /Smart Growth Advisory Committee from time to time. 1. PLEDGE OF ALLEGIANCE 2. ROLL CALL BY CLERK 3. ADDENDA TO THE AGENDA 4. PLANNING COMMISSION ABSENCES 5. APPROVAL OF MINUTES —AUGUST 5, 2004, REGULAR MEETING 6. BCC REPORT- RECAPS — AUGUST 10, 2004, REGULAR MEETING E" co, res: 7. CHAIRMAN'S REPORT 8. ADVERTISED PUBLIC HEARINGS ADVERTISED PUBLIC HEARINGS, 01 16 l 1AJ_ A. Petition: DOA - 2004 -AR -5317, Airport Road Limited Partnership, represented by Richard Yovanovich, of Goodlette, Coleman & Johnson, P.A., requesting a Development Order Amendment to the Pine Air Lakes Development of Regional Impact (DRI). The purpose is to extend the termination date build -out date from October 15, 2000 to October 14, 2005 for property located on the west side of Airport - Pulling Road (C.R. 31) and approximately'/ mile north of Pine Ridge Road (C.R. 896), in Section 11, Township 49 South, Range 25 East, Collier County, Florida. (Coordinator: Ray Bellows) B. Petition: VA- 2004 -AR -6067, Robert K. and Ruth P. Garee, property owners, requesting variances in the Lely County Club PUD Zoning District (Ordinance No. 84 -85, PUD Document Section 3.4.4.B.) as follows: 1) a 5 -foot variance from the required 15 -foot, two story side yard setback, to allow a 10 -foot side yard setback adjacent to Lot 13; 2) a 6 -foot 5 -inch variance from the required 15 -foot, two -story side yard setback to allow an 8 -foot 7 -inch side yard setback adjacent to Lot 11; and 3) a 1 -foot 11 -inch variance from the maximum wall height of 6 feet as required by LDC Section 2.6.11.2.2., to allow a garden wall height of 7 feet 11 inches adjacent to Lot 13. The property is located at 234 Palmetto Dunes Circle; further described as Lot 12, Palmetto Dunes at Lely Country Club, in Section 20, Township 50 South, Range 26 East, Collier County, Florida. (Coordinator: Kay Deselem) 9. OLD BUSINESS 10. NEW BUSINESS 11. PUBLIC COMMENT ITEM 12. DISCUSSION OF ADDENDA 13. ADJOURN CCPC Agenda /RB /sp 2 Fiala Halas Henninc Coyle Coletta 1611 July 1, 2004 TRANSCRIPT OF THE MEETING OF THE COLLIER COUNTY PLANNING COMMISSION Naples, Florida, July 1, 2004 SFCFJVf-C AUG 0 2 20 %Wd of County Commissioaers LET IT BE REMEMBERED, that the Collier County Planning Commission in and for the County of Collier, having conducted business herein, met on this date at 8:30 AM in REGULAR SESSION in Building "F of the Government Complex, East Naples, Florida, with the following members present: CHAIRMAN: Russell Budd Mark Strain Lindy Adelstein Paul Midney (Excused) Kenneth Abernathy Brad Schiffer Robert Murray Robert Vigliotti Dwight Richardson (Excused) ALSO PRESENT: Joe Schmitt, Community Dev. & Environmental Sgivs Ray Bellows, Chief Planner, Zoning & Land ffi eview Patrick White, Assistant County Attorney Q Marjorie Student, Assistant County Attorney 1 s 1611 A? '2004 1. Chairman Russell Budd called the meeting to order at 8:30 AM and Pledge of Allegiance was recited. 2. Roll Call — a quorum was established with Mr. Richardson and Mr. Midney being excused. 3. Addenda to the Agenda Request by Assistant County Attorney, Patrick White, regarding a proposed meeting on Thursday, July 22, 2004 at 5:05 PM. Mr. Strain moved to approve the Addenda to the Agenda. Second by Mr. Abernathy. Carried unanimously 7 -0. 4. Planning Commission Absences — Paul Midney will not be present during the July 2004, meetings. 5. Approval of Minutes — May 6, 2004, Regular Meeting Mr. Adelstein moved the May 6, 2004 minutes be approved at presented. Second by Mr. Murray. Carried unanimously 7 -0. 6. BCC Report- Recaps -June 8, 2004, Regular Meeting June 9, 2004, Workshop • BCC voted 3 -2 to deny the request for the Variance for Dowdy property. • Naples Craig Business Park was continued indefinitely. (Problem with advertising concerning building heights — petitioner wishes to bring back to the Planning Commission on August 5th) • Approved on the summary Agenda the PUD for Lake Trafford rezone. 7. Chairman's Report - None Assistant County Patrick White — do a Scrivener's Ordinance for the Board of County Commissioners on July 27th. There was an additional item that was continued to respect of the political signs. An initial vote of 3 -2 in favor of proposal and then discussion in which that motion was rescinded and a decision to continue until July 27th meeting for further information be provided to the Commissioners and address their concerns. They are ongoing and will have a discussion on it on the 27th of July. In addition and part of the same Ordinance, there was always anticipated that any additional Scribner's errors found, since it was adopted, would be corrected as allowed by the adopting Ordinance itself. Another provision based on Board action in the meeting of June 22nd, required them to make a substantive and preemptive change to the existing LDC that will not go out of effect until September 26th at midnight. That is to delete, before that time, provisions pertaining to solicitations for charitable contributions within the public rights -of -way. Board action, at their June 22nd meeting, required them to make the change prior to the effective date to allow for that type of activity. They will do that by effectively deleting a small portion of the still, effective and existing LDC provisions in Section 2.1.15. In abundance of caution they believe it appropriate to have the CCPC consider the Super- Scribner's 2 16 1 A3.A July 1, 2004 Ordinance prior to the Board voting on it. But for the last provision pertaining to the charitable solicitations, everything else could have gone forward to the Board under the prior authority of the adopting Ordinance, as quote "Scrivener's Errors ". Since the Board will have to consider an Ordinance on the 27th of July and because of the last provision based on the Board action on June 22nd, involving charitable solicitations — he asked for an abundance of caution asking for their indulgence to have a meeting on July 27th, Thursday at 5:00 PM. Reason to ask early in the Agenda is because they are required to make advertising requirements of 15 days. Had to place the ad yesterday by noon. They did so, with a hope to achieve the July 27th 5:00 PM date and time — if not appropriate he needed to get to the Naples Daily News the information today. Mr. Abernathy asked Mr. White if they will consider the LDC change concerning charitable solicitation in the medians of highways on its merits or just pass it along. Mr. White responded he has always asked the body to consider the merits with respect to consistency with the Comprehensive Plan. He did not know if that was an issue because effectively, they are talking about an Ordinance that is referenced in the provisions that he mentioned earlier. It effectively talks about the original Ordinance for rights -of -way, 76 -11 as amended. The reason it will not appear after September 27th, is that it is going to be in the Code of Laws. They are in concert with the deletion out of the LDC of the provision, looking to create a part of another ordinance the Board will hear on the 27th of July which they are calling an omnibus Code of Laws Ordinance and packaged in with all the things they were taking out of the LDC and transplanting more properly into the Code of Laws. There are a series of provisions — all appendix H's had the listing of sections — anticipating to the Code of Laws — (red tags) going into the Omnibus Ordinance and includes the revised provisions for the charitable solicitations in rights -of -way. They do want their substantive consideration. Mr. Murray moved to hold a CCPC meeting for Scrivener's Errors on Thursday, July 27th, 2004 in the Board Chambers. Second by Mr. Strain. Carried unanimously 7 -0. 8. Advertised Public Hearings A. BD- 2004 -AR -5335 — Calusa Island Village, L.C., represented by Jerry Neal P.E., of Hole Montes, Inc. requesting a boat dock extension for a 50 -slip residential dock facility consisting of a marginal dock protruding up to 26.8 feet into the waterway. The property is located at the intersection of State Road 29A and Sunset Drive in Goodland, further described as lots 33, 34, and 35, Block E, Goodland Isles Subdivision, and the west 129.5 feet of undivided Block X, Goodland Isles Subdivision, Collier County, Florida. 3 1611 July 1, 2004 Disclosures: Mr. Strain spoke with Mr. Hermanson concerning his concerns and response to a letter he received for objections to the project. All those testifying were sworn in by Mr. Budd. PETITIONER Jerry Neal- Hole Montes — representing the owner. They have an existing old site that has been there since the 60's and is now being developed. The subject area was shown on the visualizer. He also showed the area in discussion of the proposed marginal dock. The shoreline is in question — it is consistent with some mangroves and a lot of Brazilian pepper. Photo shown was taken before the removal of the exotics. They are proposing having the 35 foot slip for each unit. The slip is 35 feet — the anticipated boat length is between 18 & 25. There is no provision stating they have to put a max on that. A boat with a maximum of 35 feet can't get in the slip. The 18 -25 is general size boats in the area and expectant size in that area. In the past they have always put down a range, not meaning to be minimum or maximum rather than what was just anticipated. He requested the CCPC look at that with one of the conditions being the 18 -25 is not a minimum/maximum —just a range of what they expect. The letter sent to Steve Lenberger in reference to the Manatee Protection Plan was discussed. The table for the Plan was filled out and agreed to by Mr. Lenberger stating they are proposing a total for the entire site — existing 500 feet of dock, plus the proposed additional extension is 50 slips and allowable under the Manatee Protection Plan. They are under the maximum of the Plan. Has a letter from David Weeks after going through Environmental and Natural Resources. Stated they were consistent with the Future Land Use Element, Conservation and Coastal Management and the Manatee Protection and in- compliance with the local set -back regulations and building codes. Issued by the County on May 24th. Has a permit from Dept. of Environmental Protection (State Agency for permit to construct). Showed typical 35 foot slip they are requesting on the visualizer. Showed the line showing the 25% into the waterway line based off the property line. Should be a drawing in their packets of the docks coming together for the existing and new docks. The waterway width from the property line is 120 — 19 for existing and 28 for proposed — leaving 73 or navigational area of 61 %. The application pamphlet shows the building and station number — the width of the waterway, the protrusion they are requesting and the percentage of the waterway. Exhibit 34 — summary table — showed 2 points — Building 11 & 12 — percentage is 25.4 & 25.8. The remainder is under the 25% protrusion rule. Staff report states they meet all other criteria except two buildings they are asking for over the 25 up to the 28 %. Exhibit 7 of 34 was shown on visualizer. El 1 I Ju 1 04 Mr. Strain asked why he measured the existing dock measuring from the corner, but showing 120 foot from the waterway width — why measure it there instead of further left on the map going further into the channel. Mr. Neal stated what they are reviewing today was pointed out on the map — and not the portion Mr. Strain referred to. They talked about Building #11 and the corner lot and getting the aerial off the website. Mr. Neal bought a disc from the tax assessor in 2003 and mentioned that is where they acquired the aerials. Mr. Strain said that particular Homeowner wrote a letter to the CCPC with questions that needed to be answered today. Mr. Neal displayed an aerial and pointed to the boat and dock on the interior finger. (The aerial photos were discussed as to being older photos) Showed another dock and stated the water width is 103 feet. They are taking 25 %...... Under the rule — 25% on either side is allowable and need to maintain navigable water of 50 %. There is now 25% on their side — and if they do 25% on the other side — it would remain the 50 feet navigational — meaning they could have their dock and whatever boat they tie up — up to 26 feet under the rule. Mr. Strain referred to the chart Exhibit 34 — buildings 11 & 12 being marginal in regards to the protrusion — he asked if that would affect any of the numbers on the chart. In assuming they will, would it make it any worse in relationship to the way staff has evaluated it. Mr. Neal stated they could pull 11 & 12 in a little bit — in filing the petitions, sometimes it takes one to two years getting it through the system — when they were filed they were not there. They could tighten them up to make them back to the 25% instead of going over it. George Hermanson — Hole Montes — the particular area where the dock has been added are entitled to another 25% - which would be about 26 feet. He didn't think they were below the 50% navigable even with the dock being added. Mr. Strain's issue is that the staff takes this into consideration and will discuss it with them. Mr. Neal showed the existing dock and mangroves etc. With the relationship between the dock and mangroves is why they are trying to push it out as far as they could so as not to damage the mangroves when the dock is installed. Bringing it in another foot would be no problem. Would just have to be more careful in installing the pilings next to the mangroves. He showed one being 24 of 34 cross sections — top showing 20 feet from property line — talked about the 25% rule getting the outside edge of the mangroves and the inside edge of the docking facility and being installed without a lot of damage to the trees. 5 16 1 A. July 1, 2004 Mr. Schiffer asked about the last slide in measuring the width of the canals and asked if he is measuring at low tide, high tide or property line? The East side is measured to the seawall — if a dock/or dock and boat, they measure to that. The property line is a fixed line. Mr. Schiffer asked how they measured the width of the waterway — seawall to what? Mr. Neal answered to the property line in what they had filed. He showed what they proposed in minor dredging, after all cross sections presented, there is a stretch across from the first canal that needs to be dredged a bit under the dock and another stretch from the 4th or 5th building to the end. Exhibit 30 of 34 is an example of the dredging proposed to get depth of water at the dock for the boat at low tide. Not mean low water — but low tide. Mr. Strain asked about the property line.....Mr. Neal showed it on the map — Exhibits 5 of 8 shows what is across the water way at the seawall and shows what the 25% is. There is a 25% line for the mean high water calculations with the two lines showing the waterway and the other the property line. 7 of 8 showed the boat line, the grey line and the high mean water line and the property line on inside and mean high water being on the outside at 25 %. Showed both percent to the staff to show the relationship between the two. Mr. Hermanson mentioned they track close together — south end of canal, the mean high water goes inside the property line. Referred to 8 of 8 is that the bold line shown is the property line and behind it the mean high water is 10 feet inside the property. At another point it is 38 feet inside the property. (Rather out to the mean high water line).... Mr. Neal summarized - showed what the dock would look like. No outside mooring piles — if anything builds, it would come from the dock itself according to Mr. Neal. Would be docking parallel to shoreline, that's where the marginal term comes in. Mr. Murray asked about the boats during a hurricane. Mr. Neal responded during hurricane warnings, they are to pull the boats out, put on a trailer and put in a storage yard or facility. If they can tie it up and have enough spring lines, they can then leave their boats there. In this case they would probably relocate their boats. No intention at a future date to put any piles outside. There is a launching ramp close by. Mr. Strain asked if they had a Corp. of Engineers permit. Mr. Neal was hoping to have it before today as it was submitted, but they had some questions to respond to. On February 26th the County was to write a letter to them to show consistency in the Growth Management Plan, Manatee Plan and the Coastal Element. The letter was written three months later, which put them behind on time. Fish & Wildlife wrote a request for information in which the applicant was not part of They responded back to the May 25th letter to the Army Corp. and had a request that came from Fish & Wildlife in which he responded back on June 22, 2004. The comment ,:01 1 A 1 I July 1, 04' from Fish & Wildlife was verification from Florida Fish & Game or the County that this is consistent with the Manatee Protection Plan. They waited for the County letter, submitted it and the question they had was then cleared up. Mr. Strain stated the package states they are going to work with between 15 & 25 length boats. That range is not a limitation or minimum or maximum according to Mr. Neal. If they need to set a maximum of a 35 foot slip — since it is parallel, meaning the motor, the pulpit and everything, it would have to be within the 35 feet. The letter from Fish & Wildlife — April 12, 2004 — received by the Corp. only question they had was about the Manatee Protection Plan. Mr. Schiffer asked what utilities can be brought out to the dock. Mr. Neal responded possibly for water and electric for lights. The slips are for the particular unit purchased and cannot be leased or rented out. He had a letter from the Goodland Civic Association written to Ross Gochenaur, written on March 30, 2004. Says they have no opposition and a vote was taken in favor of allowing it and parallel to the dock is approximately 35 feet. A 35 foot boat would not be able to get into a 35 foot slip. STAFF Ross Gochenaur — Zoning and Land Development Review — addressed the question of conflicting aerial photos and waterway width. The petition has been under review for 6 months. Showed aerial photo that was used to assess. Showed the area and lot 24 - author of the letter, didn't show new dock. Checked with property appraiser with the GIS website being updated showing the aerial. With the waterway that is 100 feet they have 20 feet to work with regardless that no facility is to protrude more than 25% unless they go to the CCPC with a petition. They can't build the dock any further than 20 feet into the waterway. They have a valid building permit for the dock. If extending it, would be limiting it to the 25 %. Have minimal precedence for protrusions beyond the 25% - typically whoever comes in on opposite side of the waterway is going to have to build to maintain the 50% navigation criterion. He apologized for not checking the aerials, and does not make a difference in his evaluation. Other questions: State & Federal Permits — • Stipulation in the Resolution that says they will not approve the Site Development Plan until they present copies of approved permits. No permits, no SDP, no SDP, no building permits, no building permits — no docks. Will not approve SDP until the Corp of Permits is gotten. Is a lengthy process. Waited for a letter from staff, part of that time was staff waiting for documentation from Mr. Neal so the environmentalist could complete their reviews. No permit no SDP. • Vessel range — normally they deal with single family docks, people can be more specific. In this case they do expect a range. Petitioner provided them with one range and was reduced to what they have now. When the slips are occupied, they have no control over the size of the vessel the owner can put in that slip. They h A 1611 July 1, 2004 ask for a range that will accommodate what they think the owners will have. They do normally expect a range with an approx. minimum and approx. maximum. Doesn't make a difference here. He did not consider the original 32 feet unreasonable. When reduced, he did not question it. If the boat has a greater beam that can be accommodated, under the protrusion granted, it is then illegally moored. Mr. Murray asked if there was any liability to the County if they asked them to give those ranges, and there is an accident, is there anything that impacts on them? Mr. White — Assistant County Attorney — responded if he is referring to Collier County he didn't think there was any liability to the County. There is a condition to the permit and if the condition is not followed, any result in an accident, the County shouldn't be put in a position of any liability. Assuming there was compliance, there wouldn't be liability either. Doesn't mean there wouldn't be a suit filed. Mr. Strain asked about the 18 slip — saying there is a non - conforming legal dock in the report and asked Ross what made it non - conforming. Mr. Gochenaur said it was built at a protrusion greater than 20 feet into the waterway at some point in time. The Code says any dock that was constructed prior to 1990 and found on the property, aerial photograph or survey is basically grandfathered in. They established it existed the way it is today, prior to 1990. Mr. Strain noticed on the staff recommendations — 1, 2, 3 & 5 seem to be redundant policies in the Code — asked if that was correct. He referred to the Manatee signage and reflectors and house numbers — thought they were already in the Code. Wondered if they needed to be redundant in the recommendation. Mr. Gochenaur said they don't need to be redundant, but those stipulations have been in both dock resolutions since he has been doing boat docks. It was intended to reinforce the requirement by reminding the applicant those things needed to be done. An owner of a single family home may not be aware of those regulations. Mr. White commented additional support for having them as conditions of a specific permit are that, there is a potential that the rule in the LDC may change prior to the permit being implemented. If it were to change, staff feels the recommendation of approval is condition, only, upon the permitee performing those functions. In this instance, the rule that would otherwise apply should be followed. The rule that was in effect when the approval was granted is the one that should be applied in order to resolve to ensure compliance with the Code today, or if it changes. In order to assure the approval is given, meets all the sets of criterion, staffs position is that is an appropriate condition to attack. Mr. Abernathy said to give the applicant actual, rather than constructive knowledge of what the law says. 4� 16 A July 1, 2 4 Mr. Strain referred to #4 — stated if they put a pile down to support the dock, 10 -12 inch diameter pile, wherever the base of that pile hits the clump of oysters, they would have to dig them out and move them. Thought it strange they asked that. Stipulation reflects the requirements of the Code. Mr. Schiffer is still concerned about the width of the boat and asked if Ross felt a 32 foot boat would be less — only 10 feet to the center of the pile — not against the pile — so maybe 9 foot wide — and wondered if that was reasonable to expect a boat 32 foot long to be 9 foot wide? Mr. Gochenaur said it was possible, but not sure what some of the racers are, but are relevantly narrow beam. Does not have the expertise to answer the question, but didn't see it as a concern. They will moor it there without running into the boats moored on either side, or the beam not able to protrude beyond what they may or may not grant them. Mr. Schiffer is worried about the width — if a 10 foot wide boat was gotten, they would be into the 50% - his concern is the width of the boats may not be reasonably considered. Mr. Gochenaur didn't feel there was a direct relationship between the length and the beam. Example is a party barge is a garage with a hull — and can be up to 15 feet wide. Cannot control what a property owner does when he breaks the law. Mr. Schiffer said they can control it by tolerance if they leave it where there is tolerance so that a guy has a wider boat that is not in the 50% - that is how they can control it. Mr. Murray asked if they were allowed to install whips on the dock. They can install anything that would not protrude beyond the granted protrusion. Probably not practical as it is only going to be a 5 foot walkway. They can have anything to moor or lift the boat. Mr. Murray felt they invite all kinds of problems for the future by the absence of some kind of control. Has a single letter of objection in which the author asked it be read in it's entirety into the record. It is two pages long, everyone had received a copy, the petitioner has a copy and with the CCPC's permission Mr. Gochenaur would like to accept the letter as part of the official record and move forward. They are recommending approval. The single criterion that it does not meet the 25% protrusion, they figure it meets the 50% waterway width for navigation, therefore recommending approval. SPEAKERS Connie Fullmer — President of Goodland Preservation Coalition — wanted to read the letter into the record out of concern that it wouldn't get read into the vocal record rather 9 1 I y July 1, 2004 than just being part of their packets. She wanted to read it to bring out some of the issues she wished to discuss with them. Mr. Budd stated they receive thousands of letters every year and is legally and factually in the record if it is received by them and if she could just address the issues they can discuss them. Letter is from Debbie Pappie. Mr. Strain mentioned his questions had been centered on that letter and the reason he asked the few he did was they had not been answered by the discussion. She asked about the protrusion into the waterway with the request being 26.8 foot protrusion. Not only is Mrs. Pappie concerned, but has received other phone calls from other individuals along Sunset — showed map — protrusion into the waterway of 26.8 feet would come from the mean high water line. Discussed the allowance of 8 feet out to meet the current County Code of 20 feet. They are asking for an additional 6 feet into the waterway — concerns from folks living along that canal is how do they know that the canal isn't 100 foot wide all along the way. That living on Sunset and one individuals concern is the traffic coming down their canal and larger boats going up the canal where the dock exists. She showed pictures of the area and the current extension of the walkway. By approving the extension down the width of the canal, the concern is the addition of the walkway coming out and allowing the petitioner to go further into the canal — 8 plus 8.6 feet. The turnaround and maneuverability will be difficult. Will protrude further than the 25 %. The concern is the extension, the additional 6.8 feet into the canal. One way to remedy the extension of the boardwalk is maybe have it set back closer to the shoreline so they don't need the extra feet. The other item is the request for dredging — a concern on why are they looking at this now as the Fish & Wildlife and the Corp of Engineers haven't put their report in for approval. It may not be approved. Concerned about the protrusion because of the maneuverability and the dredging. Earl Cowles - President of the Goodland Civic Assoc. — Connie and Earl were sworn in at this time. A presentation had been given to the people of Goodland and they took a vote on the issues. No one at that time was complaining. He is also a Dock Master and has a Captain and Masters license. He knows of no boats that are sold over 8 foot 6 wide because of the DOT hauling it down the highway. When the docks are completed they are part of the Condo Assoc. Also he knows of no Condo Doc Assoc. that during a hurricane they must remove the boat from the dock. Mr. Calhoun has a wide dock plus a boat lift on the outside. People bought to overlook the water or have access to the water. The person objecting has a dock over 100 feet long. He referred to the canal and that this particular canal is one of the largest. Anyone that wants to invest in a condo should have a right to the water and the rest of people of Goodland should also be good neighbors and get along. If the boats are limited to a 35 foot dock and talking about a 25 foot boat (not including the engine) it would be almost impossible to dock boats if everybody had 25 foot boats on 35 foot docks. Could be something put in the Condo Does. Iff 1611, July 1, 2004 Mr. Strain responded to the lady's comments — the one about moving the docks closer to the shoreline. Mr. Gochenaur responded according to the petitioner it is not. They are trying to preserve mangroves, and if possible, the petitioner would have done it. Mr. Strain came to that conclusion but wanted the question answered on record. He also asked if dredging can occur without agency approval. Mr. Gochenaur stated he didn't think the water is under County jurisdiction. Mr. Neal said the classifications of water are State owned, man made or man altered. If it was a platted waterway in a plat, then the dedication would have gone to the County. It it was not platted then the County does not own it. The County does not need to be involved in the dredging permit for this property. The State issues the permit. Mr. Strain asked if the County would monitor to make sure the permits for the dredging have been obtained from the State. They wouldn't do it in the context of this petition — the State or Federal permits that are necessary to allow the dock to go where they want to put it, are stipulated in Resolution. Dredging is optional — they grant them the permits to build the dock, if they need to dredge the way they want to — that is a separate issue and permit. Joe Schmitt said the only way the County would get involved was if the dredging was impacted someway in the mangrove areas etc. or where disposal material was placed. Public hearing was closed for motion and discussion. Mr. Strain moved to recommend approval of BD- 2004 -AR -5335 with the following stipulations: 1— There will be no leasing or sharing of slips. The slips will remain with the units on a one to one basis. 2 — They will maintain the 50% navigational rule. 3 — The vessel length will not exceed 32 feet. Second by Mr. Adelstein. Mr. Schmidt wondered if they can enforce as far as no sharing. Mr. White assumed this is not a recommendation of approval but an actual CCPC approval. Mr. Gochenaur agreed it is a motion for approval by the CCPC. Mr. White stated based on the testimony they had from the gentlemen in regards to the covenants and restrictions for the Condominium — was an appropriate condition. If they 11 1611A July 1, 004 were to think about changing it, they would have to take into consideration that condition. They can impose it, if not challenged, assuming the Condo Docs were changed, he felt they lawfully could continue to enforce it. He is with the understanding that it is already in their Condo Docs. Mr. Murray asked if there was a maximum length of boat in the Condo Docs. He would offer that 32 feet at 35 is pushing it. In waters in a quiet canal with wind — is inviting a potential for accident. Mr. Hermanson didn't believe there is intent to lease or share — clients are out of town and he did not know if it were in the condominium documents. He stated if they put it in as a condition, that's what they will have to do. Mr. Budd stated they have a clarified motion of approval at this stage — not a forwarding to clarify the appropriateness of tying the lots into the units. He said they discussed the width of the boats, and if they are inviting wider boats to show up — it seems to him that it is an enforcement issue. If the protrusion is violated, it is an enforcement issue. The issues they have seen over the years it has not been coming back as a problem that there is an excessively wide boats more than what is permitted. Mr. Adelstein said they need to amend the motion as made. They are taking it out of forwarding it to - and asked if Mr. Strain accepts that. Mr. Strain stated "yes ". Mr. Schiffer asks about the width again and asked if Code Enforcement is going to measure? Mr. White attempted to indicate earlier that the ideas that these are conditions for this permit, that may be legally enforceable, does not mean that it is a practical matter that can be enforced readily. That is Mr. Schmitt's concern. Need to balance the factors as a matter of consideration; if series of complaints are not resolved. If the provisions in the Condo Docs have violations, then they are posted as conditions of the permit. The County could enforce based on those conditions. Mr. Abernathy called for the question. Mr. Murray recommended Mr. Strain consider revising the length to 28 feet. The Question was called and Mr. Budd said the motion is clear and stated — they had discussed it and called for the motion. Motion carried unanimously 7 -0. Mr. Strain repeated his conditions for Mr. Gochenaur. Mr. Bellows called to everyone's attention that the Petitioner for 8. (C), the Conditional Use 6, has asked for an indefinite continuance. There was a problem with the advertising. They are not able to present today. 12 AJ, July 1, 2 Mr. Strain moved to continue Item 8. (C) indefinitely. Second by Mr. Adelstein. Carried unanimously 7 -0. BREAK —10:01 AM RECONVENED —10:13 AM B. VA- 2004 -AR -5798 — James and Connie Adams, property owners, represented by Richard Rundle, requesting a 1.98 foot variance from Section 3.5.2.E of the Imperial West PUD (Ordinance 82 -80), which requires a distance between principal structures of 20 feet or one half (1 /2) the sum of the heights of the adjacent structures, whichever is greater to 18.02 feet on the east side of Lot 46. The petitioner also requests a four foot variance from the distance between principal structures of 20 feet or one half the sum of the heights of the adjacent structures, whichever is greater to 16 feet on the west side of Lot 46. The subject property is located at 1155 Imperial Drive, further described as Lot 46, Park Place West, in section 15, Collier County, Florida, consisting of 6283.46 square feet. Disclosures — None. All those testifying were sworn in by Mr. Budd. This petition has 2 variances. PETITIONER Connie Adams — she and her husband would like to build a home in Park Place West. (A private sub - division) They are asking approval for 2 variances before they can have the building permit approved. The first variance is to add a 2 foot bay window onto the side of the home as the other three homes to the east of them. 1143 Imperial Drive has a bay window, 1147 and 1151 have bay windows and their lot being 1155 would like to have a bay window to be consistent. They will have the same builder. It will not be the wall — just the window. The other variance is to stay within the guidelines of Imperial of Park Place West — of staying 10 feet in for setback line on the side of the home. Lot 47 — pointing to the map — home was moved over by 4 feet years ago when built in 1996. The other homes were all 10 foot — theirs being the last lot in line is kind of sandwiched. They don't want to stay within the 20 feet, but within the 10 feet and not have to move their house over. It would not be in line with the integrity of the entire area. Mr. Adelstein understands there are two area sizes for homes. The one at 2,820 feet and the other at 2,293 feet. He asked if they would need the variance if the home was 2,293 feet rather than 2,820. Mrs. Adams stated their home is approx. 1,700 square feet under air. 13 n 1 6!1 July 1, 2004 Mr. Abernathy asked what window it looks out of It is the dining room as in all the other homes. The other homes look nice with the bay and would like theirs too. Keeping up with the integrity of the neighborhood. Mr. Abernathy noticed the neighbor on the other side is complaining and has a lot of nerve. It seems it is his building that caused the problem. They are the third homeowner of that property. Mr. Adelstein asked if the variance 1.98 is the window. Mrs. Adams stated it is. STAFF Mike DeRuntz — Planning and Land Development Review — the development is Imperial West and in the PUD regulations there are not sideline setbacks. There is a 20 foot separation between structures. When the homes were developed, the Master Plan identified — on the map shown — the setbacks starting shifting down. Mrs. Adams' lot was undeveloped, the houses located on Lots 40 & 45 were built with a 10 foot separation. There is substantial distance between existing structures. Staff is recommending this be taken into consideration. Mr. Schiffer said it wasn't fair to pile on Lot 47 because it was actually built according to the Master Plan. Looks like they were setting up a 6 foot on one side and a 14 foot on the other side. This house could be shifted over 4 feet and not be violated at all. The neighbor that actually built it on the wrong place is the guy on the other side that built it 10 feet instead of 14 feet. In following the subdivision Master Plan they did approve covenants to identify 10 foot separation. The PUD applies to the regulations. It is similar to multi - family zoning classification. They have to follow the PUD. There will be multi - family in the PUD. Mr. Schiffer asked why they are holding Mrs. Adams when she is a single - family part of the project. Mr. DeRuntz said it is platted as a PUD and they have to follow what the PUD regulations are. Mr. Schiffer mentioned he would rather honor the plan on the screen then the 20 feet. If she would shift the bay window over, when the people built on lot 47, he thinks they were expecting a 14 foot set -back on the lot on 46. Mr. DeRuntz stated they purchased the property "as is" — and when the house was built, it was built to the Master Plan. The guy the other way built his at 10 feet rather than 14 feet according to the plan causing her to be in a non - compliance situation. The entrance to the house is towards the street. Mr. Schiffer felt they need to come to some conclusion that there isn't a problem with Lot 47 and the people on Lot 47 expect to see 14 feet separation. He thinks they should average it to 2 feet on each side. 14 A 3.0 uly 1, 20 Mr. Adelstein said the staff report says if they approve it - if the home gets destroyed in any manner more than 50 %, they are back to starting it again and thinks it should be eliminated. Mr. Murray needed to get something clear in his mind — the people from England state that it is clear from their purchase documents that their building is correctly located. That being a fact was confirmed. Mr. Strain stated Brad's point was well taken — if Lot 45 was the house that became inconsistence with the whole program — it is not Lot 47. The imposition of Lot 46 should really be more towards 45 than Lot 47. Lot 46 is a vacant lot. They have applied for a building permit but on a hold status depending on this variance request. If they moved 4 feet closer to 45, they would have the clearance that 47 expected. 45 would be reduced, but their own worse enemy since they created the problem more than 47 did. Mr. Abernathy mentioned in assuming 45 people (owners) didn't know any more than 47 did. He wondered if they have an advertising problem putting 45 on notice that they are about to change their set -back. Discussion followed on 45 out of whack, the covenants and the set -backs etc. Mrs. Adams stated 43 -44 & 45 are all 10 feet on each side. Mr. Schiffer said if they moved her over and made it 12 feet, the people from England are expecting 14, would mean she wouldn't even need a variance. Not sure the 20 feet is the issue or applies to this track. Can have single family in Multi- family zoned district. He was referencing that multi- family residential as a compatible type zoning district. Mr. Schiffer didn't feel it was compatible and if they are going to violate 2 feet of something, the 2 feet is a large set -back for them. They are just window areas, views in their yards. The public hearing was closed. Mr. Adelstein felt the 2 feet was a better idea. Mr. Schiffer moved to approve a 12 foot set -back on the western side. A 6'.02 set- back on the east side. Mr. Strain felt this was an advertising problem because people on Lot 45 probably didn't think "they had a care in the world" and if the section of the PUD presented today is applicable, and he's wondering if it is or not. Where do they go from here? 15 1611 July 1, 2004 Marjorie Student — Assistant County Attorney — suggested they continue the item until the next meeting. They can have the PUD Master Plan before them and be satisfied all the requirements are met and a variance is necessary. Mr. Abernathy asked to make sure there are not standards for single- family homes. Mr. DeRuntz's testimony stands for that. Doesn't commend itself to common sense to have multi - family standards and then have single. Marjorie Student stated this is an ancient PUD with a 1982 PUD with later amendments. In the older PUD's they were not like they are now. Mr. Bellows asked to look at the Master Plan. It will show that the tract is in a multi- family tract so the set -backs required are the distance between structure set - backs. It is confusing because they are talking about single - family but is in a multi - family tract. Mike is saying that is where the 20 foot distance between structures — that is what they need to look at. That is what the PUD says. They showed Tract "D ". They are selling as "fee simple." Mr. Strain then asked how they can be a condo. Mr. Bellows stated it is an older project and the market changed and platted to create single family "fee simple" lots. The PUD was never amended to develop set -backs for the single family. Can only go on what the PUD says. Mr. Schiffer suggested waiving the 20 feet and making it 18 feet — achieving the same thing. Mr. Strain said they don't have any standards that apply to this other than what the LDC says for single family homes — which is 7 1/2 feet. Mr. Bellows stated the subject site in question designated a tract on the Master Plan — which is the legal document they go by. It's a multi - family tract. Setbacks to be applied for all structures in the tract or the 20 feet between structures. They are not meeting that. That is the purpose of the variance request. Marjorie Student said this is bringing up some issues they have and would like to bring it back to the next hearing and evaluate the PUD and also bring up the plat approval on a multi - family lot. Would like to continue until the next meeting of July 15th. Mr. Budd supported Ms. Student's suggestion of a continuance and not continue debating. Mr. Murray moved to continue until July 15th. Second by Mr. Strain. Mr. Adelstein wanted to know what they are going to find out between now and the next meeting that they don't already know. 16 b ! r July 1, 2004 The County Attorney will research and give them clear legal advice. Ms. Student is interested in how it was platted when on the Master Plan it is designated multi - family. May be a bigger issue. Motion carried unanimously 7 -0. Mr. Budd complimented Mrs. Adams on the fine job she did in her presentation. C. PDI- 2004 -AR -5386 — SJG Land Trust, represented by Robert Duane, of Hole Montes, Inc. requesting an insubstantial change to the North Naples Research and Technology Park PUD Master Plan, to shift the location of Target or Non - Target Use Area "B" comprising 1.11 acres and located on the south side of the access road and relocate it to the north side of the access road on a lot comprising 1.07 +/- acres and then renumbering lots accordingly. The property is located in Collier County, FL. All those testifying were sworn in by Mr. Budd. Disclosures — Mr. Strain had a conversation with Mr. Duane and Tony Pires. PETITIONER Robert Duane — Hole Montes & Assoc. — before beginning his presentation he mentioned on behalf of staff he renumbered the lots in and the PUD Master Plan does not show the lots renumbered. It is important because Lot #9 is the tract that Marsh Industries is going to be developing in the near future. Has been before the CCPC several times regarding the Naples Research and Technology Park. The Comprehensive Plan was amended years ago and was the first park in under that land designation for the zoning approval. Marsh Industries will close on their property today. They are taking the existing Master Plan - currently it designates target or non - target use areas shown on the visualizer. They are taking the non - target area and going from one side of the street to the other. They are allowed to have 2.5 acres in this PUD. The non - target use area is allowed C -3 related kinds of uses. Several years ago there was C -2 Commercial located in the corner and was always contemplated for some kind of non- residential use. There is opposition — he made a few points. When zoning the property in 2003, they had concerns from the North property owner in Lee County. They incorporated a lot of safeguards into the Ordinance at that time and had their support. They have a 35 foot preserve area along the North property line. They were required to place palms 12 -20 feet high — 10 feet center. This creates a very dense vegetated area. Also required to put an 8 foot wall along the North property line. Supposed to be put in 17 1 6E A:9 July 1, 2004 place prior to the Certificate of Occupancy being issued for any of the technology park related uses. They put limitations on loading and unloading in the Ordinance. They limited the height to 35 feet and also pared down a number of uses permitted in the Research and Technology. This is more compatible with the neighbor to the North. At that time they were comfortable with that standard, but they are back with another hearing. Last point — there is a requirement that residential development be constructed in the Technology Park on non - target use area "A" or "B" — up to a maximum of 12 units. Not sure it will end up on lot "1" or "2" — the residential component, but getting it off 41 would be logical to him. There are standards in the PUD that when mixing the commercial and residential uses together, consideration needs to be given on noise, directing lighting away from commercial use, separating pedestrian and vehicular use areas. They are not going to end up with residential development above a 24 hour fast food restaurant. He and staff believe it is compatible and recommend they (CCPC) support the proposal. Mr. Adelstein asked about the substantial change — if it wasn't useable would it be different in what they have to prove or show? Mr. Duane responded the insubstantial process is a more abbreviated process. They just go to the Planning Commission, not amending the Ordinance. Just changing the Master Plan map. Previously they were building 12 units Mr. Adelstein said. He didn't understand how this becomes an insubstantial change. Mr. Duane said the Master Plan is changing by putting a use from one side of the street to the other. Mr. Strain stated they are then moving some uses that could have different intensities from one side of the street to the other. Some may not be as concerned on one side as on the opposite side of the street. The uses were discussed. Marjorie Student — Assistant County Attorney — there is a list of criteria that is up to the Planning Commission to make for determination of whether it is substantial or insubstantial. There are 10 criteria on page 3 and 4 of the staff report. That is the guide. Staff has addressed them and today they are to hear testimony to each one in making a determination as to whether they are or are not. Mr. Schiffer asked about the separation of the two non - target lots — if they were put together, he wondered if someone could buy both lots, combine them, and do non - target on a larger tract — perhaps a two acre tract. The two lots according to Mr. Duane could have target or non - target use, being an option. Could develop for related uses. 1611 A July 1, 2004 Mr. Schiffer is focusing on the non - target. He asked if a non - target use could buy the lots and in essence of a 2 acre non - target development on the corner. Mr. Duane answered "yes." Within limitations established. He is reducing the size of 2.54 acres to 2.5. It is a reduction for the retail component of the project. The reason is to have the ability to combine the lots to have light uses and they also have the preserve area to deal with on the south side of the road — 25 feet. Impedes ability to develop that lot. Being no aerial provided, Mr. Strain asked what was to the immediate north non - targeted area — "A and B." It is in Lee County and zoned for RPD — residential and vacant. STAFF Mike DeRuntz — Zoning and Land Development Review — staff reviewed the insubstantial change to a PUD and has found it meets the insubstantial criteria. No additional impact to traffic or environmental or other issues related to the LDC. One issue with the original plat in the exhibit is the numbering of the Lots. When they shifted the non - target areas from side to the other, the one exhibit is not correct. They had to drop Lot 3 in the numbering sequence. Where Lot 9 is located, would stay Lot 9. In speaking with Ms. Student and Mr. White, it should not be a problem in dropping the number in the sequential numbering of the lots. The PUD has many specifications relating to activities on Lot 9. It would remain the same with the proposal. Mr. Schiffer stated if someone bought both lots they could build a much larger use — the scale would be much larger than if they were separate lots. Mr. DeRuntz agreed. SPEAKERS Tony Pires — representing the property owner to the North — Developer McArnold Trust and Oakbrook properties. Mr. Pires was sworn in by Mr. Budd. Mr. Pires stated when this application came before them originally, a year ago, there was a residential development called Spanish Wells to the North. Spanish Wells has been there 30 years. It is an established community which is not all built out. The property to the north is part of the Spanish Wells, residential, golf course community in Lee County. They are not trying to stop this — believe the request is substantial. The types of uses on a non - target areas are car wash, drive through facility for any permitted use, food stores, drug stores, pharmacy group, restaurants, fast food, hotel, motel and convenience food and beverage store with fuel pumps. Everyone was use to living with commercial in the past. They have now, along US 41, increased 200 linear feel and along the northern property line is some very intensive commercial uses. The convenience food and 19 611 A3, July 1 2004 beverage store with fuel pumps are very intensive trip generated traffic uses. He felt the rationale by staff was switching uses and lots within a particular development. They are now shifting the intensity to another area. The impact is being shifted to another area, abutting a residential community and in going through the bullet points in the analysis on whether it is an insubstantial change or not, there is no traffic analysis in the staff report. It says — there is a proposed change in the number of dwelling units for intensity of land use for height of buildings in the development. In the overall development, there isn't any. But there is a change of intensity on that piece of land. Such as non - target uses — 24 hour drug stores, 24 hour convenience stores, drive - through, car washes, food stores, restaurants and fast food 24 hours. Question 5 — whether there is a substantial increase in the impacts of the development — may include but not limited to, increases in traffic generation — he stated maybe for the overall development it isn't, but the answer is "yes" as proposed to "no" by staff. Question 6 — changes will result in land use activities that generate a higher level of vehicular traffic based on the Trip Generation Manual - staff says land use activities will remain the same — therefore no increase in vehicular traffic. He says that is wrong. The land use activities will change. Question 8 — change will bring a relationship to an abutting land use that would be incompatible with san adjacent land use. He thinks that is clear — when the original rezoning came through, they all recognized, along US 41, the non - target area to the east was historically commercial. It is difficult to argue with that. The piece to the west, non - target area, was not commercial and believes it brings about a relationship to an abutting land use that would be incompatible. The staff's analysis was that the change would have no affect on abutting land uses. He believes that is incorrect. Part of the confusion, what is in the file and or noticed — he referred to the map — showed the existing Lot 9 and showed where it shifted. It substantially increased in size. The new site plan will not show the remaining lot line he referred to on the map. He mentioned the County Attorney's office would submit they could submit a different site plan today for consideration — but wants to make sure if it is approved, Lot 9 still is identified as the lot he referred to on the map. He believes the proposed change is a substantial change to the Master Plan that affects the property to the north. He again, stated it is a residential community of long standing. The Comprehensive Plan requires it be complimentary to — adjacent contiguous property. (Referring to Lee and Collier Counties) He submits this is not compatible with — or complimentary to — by switching to more highly intensive uses to the northern piece. He submits that is a substantial change and requires public information and a public hearing before the necessary advisory bodies including the CCPC and the Board of County Commissioners. Mr. Abernathy asked Tony as far as buffering and other requirements that were imposed on old Lot 9 — he now wants to be imposed on new Lot 8? Mr. Pires responded they WE qft 16 JA3.P Ju y 1, 2004 would have to open the whole PUD document because it is through the text of the PUD in referencing Lot 9. Marjorie Student inquired of the applicant whether this change would bring any changes needed in the PUD document because of the references to the lot numbers. She was told they would not. Mr. Pires disagreed — there is a memorandum from Planning Staff, long range planning, that says on April 13, 2004 David Weeks provided a memorandum. Section 4.19, Items 5 & 6 — in Section 6.5 E & G all referred to Lot 9 located along the north property line and north of the internal road. It contained certain development standards applicable to Lot 9. The standards are intended to protect the residential development to the north of this project in Lee County. With the PDI Lot 9 will no longer be located along the north property line or north of the internal road. Former Lot 9 will be renumbering as Lot 8. Thus some references to Lot 9 may not make sense, other references may suggest a development standards applicability and to Lot 9. The projects impact actually extends along Lot 8. ( *Memorandum was not provided for the record) Part of the criteria imposed along northern Lot 9 was no metal facade on the north side. Lighting standards - does not have spillage into the residential community, height limitations — those were substantial. Site plan they see, from standpoint from changing the lot designation, but primarily switching a non - target lot from the north side creates a substantial impact on the neighboring residential community. They request to go back to the whole public hearing process. Mr. Abernathy mentioned Marjorie stated the applicant /petitioner told her there would be no such impact — and asked if she was bound by that. She responded unless she misunderstood him, she had asked him the question and would like a clarification and address the particular provision Mr. Pires raised. Mr. Duane addressed Mr. Pires stating he gave him a plan and has the correct Lot numbers on it. He asked if that was correct as it was the same plan he gave to County Staff. He was sorry there was some confusion over Lot 9, but it is a non - issue. The other point — intent to keep the Marsh Lot 9 as Lot 9 — the plan he gave to Mr. Pires and staff depicts it. Discussion followed on which Lot they were looking at as far as Lot 9 and which one was correct. Mr. Schiffer asked Mr. Duane if there were any requirements established for Lot 1 in the PUD. He responded — there were uses and height and set -back requirements. There were special requirements because of the residential development to the north. For buffering was the 12 -20 foot trees, the 8 foot wall, the 35 foot buffer area, the limitations on loading and unloading and a number of uses they took out at the time of zoning. The car washes only permitted as an accessory use. They would also apply to Lot 2. When the CCPC approved the standards in 2003, it was of his opinion they found those 21 �r -, fl i 16 111 July 1, 2604 standards appropriate to protect the abutting residential development to the north. After they went through a round of negotiations with the property owner to the north, and a number of meetings held at which time they opposed the development, he thought they were then comfortable with those standards. They have spoken for themselves today as he has done also. Mr. Schiffer asked the same question of Mr. Pires, if old Lot 1 and old Lot 2 standards were set as the same. By moving it up to Lot 2 — is there any standard that Lot 2 had. Mr. Pires responded it was Lot 2 & 3 proposed to become the target area. The application has a different numbering scheme. It goes 1 -2 -4. Map was shown with widths of lots. There was discussion among them. Mr. Pires said as to the types of uses that were proposed on the sites along the northern property line, the buffering requirements for the proposed target area uses were appropriate. Lot 1 historically had been commercial so difficult to say they didn't know anything of a commercial convenience beyond that particular lot. He repeated the uses again and said it is deeper and the scale of the development could be bigger by combining the lots. Mr. Murray asked what is to the south. It is Agriculture. Mr. Strain said the non - target area B was not conducive to the plan because of the wetland set -back from the preserve. Mr. Duane said it was the ability to have "like uses" next to "like uses" rather than separated. More severe set -back from the preserve area. Mr. Strain asked him if the set -back for Lot 13 is the same as it would have been if the use area "B" be left. That will be for technology related uses which is a little less intensive than if it would have been retail. Mr. Strain said it will be a bigger percentage of impact on that lot with that setback than it would have............ Mr. Schiffer asked about a copy of the PUD. He asked if someone could buy more lots and use it to make a larger development on the non - target lots. He asked what if someone bought lot 4 & 5. Could they use it for parking for lots 1 & 2? Mr. Duane stated parking is not a principle use — only an accessory use. He cannot just put a parking lot to serve some other lot. The whole purpose of amending the Comprehensive Plan to allow these uses is to try to give incentives for more economical development in Collier County. To encourage economic development and diversify the economy and also the two acres of commercial they are requesting is designed to serve the residents of the park. Up until the time they changed the PUD last year, there was always two acres of commercial use permitted on the property which could have also 22 1611A3, July 1, 2004 supported a convenience store. They might develop separately — he can't say how they are going to develop. Wayne Arnold — Grady Minor & Associates Mr. Arnold was sworn in by Mr. Budd. Mr. Pires touched on the issue — and the primary issue has been addressed — Lot 9 — north side of the access road - second issue — Lot 2 — becoming non - target industry use. Their concern was the intensity of the non - target uses and lack of restriction on hours of operation etc. Also an issue of potential compatibility and welcome opportunity to limit uses of hours on the lots. Mr. Strain thanked him for the aerial and said it brings a series of issues. He knows now why the south side doesn't have concerns as it has commercial. There is a preserve in the front — Mr. Duane mentioned it is a scrub oak habitat area. Mr. Strain asked how close the homes in Spanish Wells will be to the property line according to the Master Plan. No golf course? Mr. Arnold does represent the Oakbrook properties known as the Lakehurst Property. There is no definitive land planned but worked on the zoning and has residential proposed that is served from the loop road shown on the map. They will have residents in close proximity to that road — consequently close to potential unrestricted hours of operation, convenience stores, restaurants etc... They do realize the one part has always been commercial, which was fine as part of the original agreement. Now lot 2 & 3 have combined to become part of a non - targeted industry group having another acre extending it further back. Mr. Strain asked Mr. Duane the need for this. He responded his client thought this gave him more flexible options for the development of the two target and non - target use areas by not separating from the commercial. The additional non - flexible use is what is creating the concern from the neighbors from the north. They are behind an 8 foot wall and a preserve with trees 20 feet tall. Mr. Duane didn't think they would see anything. Mr. Bellows stated that was staffs position — looking through the staff report and the criteria of what a PDI is, has to be approved by the Planning Commission and not taken into a regular PUD amendment. The project wasn't adding additional square footage, just relocating from the south tract which is Lot 13 to the north. It will not result in any additional traffic. The landscape buffer and wall treatment is a suitable buffer and residents from the north would not be able to tell what kind of uses was occurring. Mr. Strain asked with them being a combination, would it be more intense than the two separate lots as previously designed. The total square footage would be the same; they are just talking about the nature of the use. That is "big box" vs. two "smaller boxes." 23 1611-43, July 1, 2004 Mr. Bellows commented the intensity being the same could be argued both ways. The two buildings are still within the same project, just taking the impact perceived to the north. That's why the criterion was created for the sub district for the Growth Management Plan and was required. With the Buffer for the project and types of uses proposed in the PUD he didn't think would create any problems. Mr. Schiffer said if they combined the lots they wouldn't have the set -back requirement at the property line they combined, so would be able to build a much larger building and no length limitation on the building. Mr. Bellows said that was possible. Mr. Duane is willing to make a concession if he is going to lose someone's vote over the potentiality by combining the uses. They somehow might end up with more square footage on a combined lot than two separate ones — he can limit developments to free standing only on the separate lots. He would prefer not to do that, but if that's what it takes to get someone's support, and if someone will ask him — he would make that concession. Mr. Strain asked him again why he is doing this in the first place and leave it with what he has. What is the purpose? Mr. Duane's client wanted to move that use to the other side of the street — they paid their fees, been in the process for some time and that is the request. Jim Goldie — part of the SJG Trust — appreciated all their cooperation and the first time he came before them he said there was a chance to get a company from Michigan that would bring about 40 jobs into Collier County. Thanks to the cooperation by the County staff, by Economic Development etc., that they should be closing possibly today and start construction. Their goal now is 50 jobs due to their growth. His main job in trying to move this was simple. In the beginning of the process they were told by the County that they needed to have one workforce housing unit. As they went though the process, they are now required up to 12 workforce housing units. Their idea was the first floor being retail etc., and the living units on the second floor. He thought that Spanish Wells would like that because they would then be facing residential units. As they went through the set -backs they lost the front commercial lot to the preserve. They have an additional set -back line and when adding the parking required for the residential units, it makes the second target a lot less usable. They are having trouble fitting the residential units that is required, on top of it. Seemed simple to him to just move it over. They had a design for a little strip center — he said they aren't going to put a gas station on Lot 2 or a convenience store. Those will face on 41 which are logical. They are just trying to find a way to comply with what they want them to do. He tried several times to get Ron Dillon of Oakwood Properties and has not had return calls. The information was sent to Wayne Arnold in the past months of what they are doing and they hadn't heard anything from them until this morning when they walked in. He didn't feel that was fair. He hoped he enlightened everyone and answered Mr. Strain's question. Mr. Goldie mentioned they want to be good neighbors and recently worked out an easement with Spanish Wells that saved them from moving all their transmission lines 24 IA �x 16 I 3 July 1, 2004 • along their south line. Had they not done that they would have had to replace all their lines. There was a water problem in the back of over spillage of their water outlet — impacting them from a wetlands issue. They sold most of their things to the Homeowners and they took a sign down by request and had done so willingly. They are trying to get along with their neighbors. Mr. Strain commented the workforce housing units are tied to the amount of square footage not to exceed 12 units and if they build less, they don't have to build so many workforce housing units. He wanted to make sure the requirement wasn't 12 — its 12 depending upon what they build. The public hearing was closed for motion and discussion. Mr. Strain moved to recommend approval of — or they approve the insufficient change PDI 2004 -AR -5386 contingent on two stipulations. One) that the hours of operation are limited from 7:00 AM to 7:00 PM, and Two) there will be no combining of the lots "A & B" for any cross building purposes. The motion will include the Amendment to the plan that does not need to make any changes internally to the Document. Mr. Bellows stated they will re- number it not to confuse the Lot numbers. Also he clarified the stipulation be listed on the Master Plan. Second by Mr. Adelstein. Carried unanimously 7 -0. 9. Old Business —None 10. New Business — None 11. Public Comment Item — None Patrick White gave an update on the BCC's action to the UDC in which he stated it was adopted. On September 27th they will have a newly adopted, re- codified Land Development Code. Based on the action earlier they will have a meeting on Thursday, July 22 at 5:00 PM in the BCC Chambers to consider the proposed revisions to those adopted provisions that are essentially Scrivener's errors in nature and one substantive revision with regards to charitable solicitation that was mentioned at the beginning of the meeting. Mr. Strain thanked Patrick and Russell Webb for producing the document and he has started using it and finds it extremely helpful. 12. Discussion of Addenda — none 25 JulA 3 y 1, 2004 There being no further business for the good of the County, the meeting was adjourned by order of the Chair at 11:26 PM. COLLIER COUNTY PLANNING COMMISSION Chairman Russell Budd 26 1611 A3. July 15, 2004 TRANSCRIPT OF THE MEETING OF THE COLIIIER COUNTY PLANNING COMMISSION Fiala alal Naples, Florida, July 15, 2004 Coyle Henning 0 2004 Coletta a County Commissioners gorb of LET IT BE REMEMBERED, that the Collier County Planning Commission in and for the County of Collier, having conducted business herein, met on this date at 8:30 AM in REGULAR SESSION in Building "F" of the Government Complex, East Naples, Florida, with the following members present: CHAIRMAN: Russell Budd Mark Strain Lindy Adelstein Paul Midney (Excused) Kenneth Abernathy (Excused) Brad Schiffer Robert Murray Robert Vigliotti (Excused) Dwight Richardson (Excused) ALSO PRESENT: Joe Schmitt, Community Dev. & Environmental acfb° fes: Ray Bellows, Chief Planner, Zoning & Land Dev. Wevie Marjorie Student, Assistant County Attorney Patrick White, Assistant County Attorney 1) "1 "' It,- '�';91toC-11. f) l 3 Page 1 C` . ; To: X11 A3 260 Y 4 1. Chairman Russell Budd called the meeting to order at 8:30 AM and the Pledge of Allegiance was recited. 2. Roll Call- a quorum was established with Mr. Midney, Mr. Abernathy, Mr. Vigliotti, and Mr. Richardson being excused. 3. Addenda to the Agenda- Russell Budd said that he believed that Item F (PUDZ- 2003 -AR -4250) would be rescheduled. The petitioner is requesting to move to the second meeting in August. This was confirmed by Rich Yovanovich (agent for the petitioner), who said that they needed time to let the community (specifically those affiliated with the Summit Place proposal) get a better feel for their proposal. There was discussion with staff over whether there would be enough time to prepare materials for the August meeting. It was decided that, if needed, any changes would be placed in a memo attachment to the staff report. Lindy Adelstein moved to approve the Addenda to the Agenda. Second by Mark Strain. Carried unanimously 5 -0. 4. Brad Schiffer -Asks how they should vote with only five commissioners present. The issue was clarified by Mr. Bellows & Ms. Student. It will take three votes for an item to be passed. Planning Commission Absences -- There were no known upcoming planning commission absences. Robert Murray had a previous lunch engagement he needed to leave for by 11:30 AM. Russell Budd says that they may need to leave slightly before 11:30 AM if they are at a good stopping point. They would re- convene at 1:00 PM. Lindy Adelstein- says that he was under the impression that the meeting would be resuming at 1:15, and that he gave that information to people who were interested in being there for discussion of the EAR. Russell Budd says that they will start at 1:15 if it looks like people are still missing at 1:00. Lindy Adelstein approves. 5. Approval of Minutes —June 3, 2004. Lindy Adelstein makes a motion to approve. Second by Robert Murray. No discussion. Carried Unanimously 5 -0. Approval of Minutes— June 17, 2004. Motion by Lindy Adelstein. Second by Brad Schiffer. No discussion. Minutes carry unanimously 5 -0. 6. BOARD OF COUNTY COMMISSIONERS Report- Recaps -- Ray Bellows confirms that there was no meeting on July 13`h to report on. 7. Chairman's Report – None. Page 2 8. Advertised Public Hearings 161 1 A3, July 15, 2004 A. Petition: BD- 2004 -AR -5693, Todd and Jeff Holmers, represented by Robert Davy, requesting a boat dock extension of 36 feet beyond the 20 feet permitted by Code to create a dock facility consisting of two slips, each having one boat -lift protruding a total of 56 feet into the waterway. The property is located at 267 3rd Street West, Little Hickory Shores Unit 3 Replat, Lot 18, Block G, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. (Coordinator: Ross Gochenaur) B. Petition: BD- 2004 -AR -5697, Robert Davy, as agent and owner, requesting a boat dock extension of 36 feet beyond the 20 feet permitted by Code to create a dock facility consisting of two slips, each having one boat -lift protruding a total of 56 feet into the waterway. The property is located at 267 3`d Street West, Little Hickory Shores Unit 3 Replat, Lot 19, Block G, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. (Coordinator: Ross Gochenaur) C. Petition: BD- 2004 -AR -5699, Robert Davy, as agent and owner, requesting a boat dock extension of 30 feet beyond the 20 feet permitted by Code to create a dock facility consisting of two slips, each having one boat -lift protruding a total of 50 feet into the waterway. The property is located at 267 3rd Street West, Little Hickory Shores Unit 3 Replat, Lot 20, Block G, in Section 5, Township 48 South, Range 25 East, Collier County, Florida. (Coordinator: Ross Gochenaur) Russell Budd: I have discussed with Mr. Gochenaur, who is representing the staff on the next three agenda items, that it would probably be reasonable and appropriate, as we have a single representative on the first three petitions, that we could set the stage for all three agenda items (because they deal with a lot of the same issues), then address each individually and take specific motion on the item that I have identified first. Disclosure: None. All those testifying for the first 3 petitions were sworn in by Mr. Budd. Page 3 ±� A my 15, 2004 Petitioner: Robert Davy —He is the owner of two of the lots up for discussion and is a representative for the 3rd. (Mr. Holmers). He clarified that he was legally allowed to represent Mr. Holmers. This was verified with the Clerk of Courts. Mr. Davy bought all three lots, and sold one to Mr. Holmers. He says he has DEP approval on all three lots. He has the numbers available. The army Corps of Engineers approved it also. There has been conditional use for these lots as only boat dock lots in Little Hickory Shores. The variance 99 -26 removed the side lot set back requirement, so that you can dock 2 boats, side to side on the lot. He has included a landscape plan on Lot 20. There are three small lots on 3rd street. He showed a map of the area, including the lengths of other docks along his street that he thinks are 48 -50' long. He is asking for a 50' dock on lot 20, so that he can have an equal depth to another dock on the street, because the land tapers in where his lot is. On the other two, he is asking for 56' because those lots taper back with a riff -raff sea wall, which was approved. There is about a 6 -7' taper with that riff -raff, so you would need a little additional length to make it even. Mr. Davy was made aware of an objection about the kind of boats he owns —both pontoons. He says, contrary to belief, he is not trying to start a business, just to fix up the lots and sell them. Ouestions of Petitioner: Mark Strain: Wants reassurance that he will not lease or rent from his lots. Mr. Davy says he has no plans for this. Brad Schiffer points out that one boat is registered in someone else's name. Mr. Davy confirms this and says it has been this way for years. They are fishing friends. Brad Schiffer asks if two cars can be parked on each lot. Mr. Davy: Says yes, two will fit, usually only one is there. Brad Schiffer says there is no room for both vehicles. Mr. Davy says there is room. Robert Murray: references p. 5 of 10. He asks how we know that there are no sea grass beds. Mr. Davy says that the staff didn't find any and that this hasn't been an issue. Brad Schiffer: How are these built on a zero property line? Mr. Davy: Right on it. Page 4 16 f 1 A 4R. July 15, 2004 Brad Schiffer: Can they be side by side? Mr. Davy confirms that this is a possibility. It depends on the lot. Mr. Davy requests the opportunity to respond to any objections that may be brought up. Russell Budd agrees. Staff: Ross Gochenaur: Confirms that environmental staff has checked for sea grass beds, but did not find any. Staff goes out on any request for a boat dock extension. I think the issue is clear. If you have any questions, I can answer them. Robert Murray has a question about the "boiler plate" phrasing that requires identification on the pilings. Because these lots are unusual, is there any way that these lots can realistically be identified? Ross Gochenaur: No sir, there isn't. In this case, there is a street address, but the street address applies to every boat dock lot on either side of the street. The addressing department has been in contact with code enforcement to come up with a better identification of these lots. If they come up with a better way to identify them, we would expect property owners to comply. Mark Strain: I want to verify that there is adequate parking on the lots. I have been there, and I want to verify that you have no consternation about available parking. Ross Gochenaur: No, sir, I do not. Brad Schiffer: (references appraisers aerial view of sight) Points out red line that is property line from property across the way. Are we allowing people to build docks on other people's property? Ray Bellows: The property lines you are seeing here are not accurate. They are shifting. The overlay calibration is not exact. I wouldn't judge any setbacks or encroachments on this aerial. Brad Schiffer: But, again, I can see where it follows along on the coast line, we aren't that far off. That is private property for someone. The survey isn't showing that property line. Have people in the past been building on other people's property? Russell Budd: When a dock is constructed, the contractor is required to submit a spot survey, the facility is required to meet the repairing lines and the applicable setback, so every dock submitted in the county has to submit that survey. If it's not on their property and it doesn't meet their setbacks, in the case where 7.5 or 15 foot setbacks apply, it has to or they won't approve it. Page 5 Y 1611 A310 July 15 2004 Brad Schiffer: but can't you see my concern? You see docks that are obviously extending past property lines? Russell Budd says that they have to rely on expert testimony that says that that property line is not accurate, and the procedure of submitting surveys that show it is in the property lines. Brad Schiffer asks if it is relevant to know how far away from the property line the dock is. Russell Budd says that it is relevant to know that the surveyor will be required to attest that the construction stays within the property lines. Brad Schiffer: Asks how deep the channel is at the level where the docks come out. Ross Gochenaur: I can't tell you. It appears that the facility meets the percentage for the entire waterway width. It appears that there is well enough navigable water for boats to get by. Brad Schiffer: when we measure, are we concerned with the depth of the water, or just the fact that the surface water from... Ross Gochenaur: We are concerned, but we don't require a survey that covers the entire waterway width. The cost is prohibited. We ask that they only show to the end of the proposed facility. At that point we use aerial photographs, or the petitioner provides expert evidence that the channel is of a given width or depth. Advertised Public Speakers: Emily Maggio: Has lived in Little Hickory Shores for 35 years. She represents the property owners in this petition, as she did last year when Mr. Davy wanted boat houses. She acknowledges "awesome power" of board, and asks to give background info. This is a residential neighborhood. She confirms that these lots are to be used for boat docks, but that there used to be set backs. Mr. Davy was (unfortunately) successful in securing a zero setback. She shows a magnified picture of the area on the visualizer. The reality is that, with the zero set back, both sides of the street will be crowded with boats —all touching one another. She says that the county's decision to approve the zero setback was unconscionable and that they are stuck with it. The boat dock owners have more privileges than regular lot owners. Home owners cannot build on the zero lot line. It is my understanding that a variance is to be granted for a land related hardship. Only as much as is NEEDED should be given. Her water depth on her dock is often 2' and they manage to get by with a 24' boat. She says the wording in the 3 applications is repetitive. Each request is for two boats to be used on the dock. She shows a picture of the lot he owns on the south side of the street. She is concerned that if he owns six boats, he will be Page 6 16 A 3A9 July 15, 2004 starting a business. She says this request is a farce. She claims he is only doing this to increase the value of the property, not to actually use the boats. Mr. Davy does not even own one of the boats in its entirety. There are other boats in the area that have extra boats not registered to the property owners. Variances should be granted for real hardships. Mr. Davy can tell you that he's going to sell those and I'm going to move that, but it doesn't have to happen! Once he gets that variance, it is tied to the land and he can use it to get more money for the lot. I don't think that that is the purpose for the variance. The waters in the channel are very shallow, and yes, it runs right in back of those docks, and you can not use all 460 feet. All the boats that go through take the same route, which is right past where the boat docks are. They are going to need 6 feet. If they are going to build that much, where are they going to go with this boat once they launch it? In conclusion, I would like to say that I am not opposed to someone with a legitimate hardship, however, I would ask you to please look at this for what it is, which is an attempt to make the property worth more. Russell Budd: Ma'am, we've exhibited extreme leeway, if you could summarize your comments, please. Emily Maggio: Just because someone came in and got something they may not be entitled to, does that mean that the domino should fall and ... they all... Russell Budd: Thank you Ma'am. Robert Murray: Ma'am, if you'd be kind enough to put that photo up, the one that's relative to the... I'm interested in the location. There's that rectangular object there... is that a dock or... Emily Maggio: That is someone that was also cited for having these canvas covers, and it has since been removed. Robert Murray: but that is a dock, and that is somewhere in the property line of that property. Emily Maggio: Yes. Robert Murray: And along that line, that's all mangrove, is it not? Emily Maggio: It used to be. Robert Murray: This is not a recent photograph? Emily Maggio: They've disappeared sort of What can I tell you? Brad Schiffer: Mark, here's the concern, I know it looks like a lot of parking... I think the property lines have shifted down, when I was out there, and I went by last time when we were looking at the boathouses; these people were parking all over the right of way. Page 7 16I1A3> The problem with that is that the neighbors have to drive down this row of cars and trailers and everything else parked there. If you look at the dimensions of this sight, he doesn't have the room to put two cars on the sight, he does have the room to park in the right of way. Emily Maggio: I have a picture at home. There was a day that there were three trucks parked all over the place on Mr. Davy's lot. This aerial caught them parking in the right of way. We are under assault. We are under assault, here. Brad Schiffer: I agree with her. The other thing to remember is that there is no sanitation here. Doug Fee: (North Bay Civic Association) We do try to speak out on issues that have a domino effect. We believe that these three dock extensions would have that effect. What we have on this picture is a commercial marina. These lots are zoned C -4. This is Bonita Beach Road. On that corner, there is a re- development of that property. There is going to be a 75' boat storage facility —which is needed in the area, but what you have here, is a tremendous amount of boat traffic that will be using this facility and coming down through these waters in order to get to the backwaters. We don't know what the amount of dry storage will be, but every day you will have a lot of traffic. I'm now going to put up a color photograph. This is the channel you will have boats traveling through. They'll be coming around this bulk head. You notice these are very shallow waters. I have numbered these. If you grant this extension out, are there going to be other lot owners coming in right after these extensions are granted, you have 33 lots —some on the other side, but when you talk about the width (a 25% factor), I believe that you shouldn't be including this part coming up to the mangrove because it's extremely shallow, so this part, which is darker, is the navigable channel. To summarize, you have a property line, you have a public channel that a tremendous about of boats are using, and any extension, especially at 50'... there could be a safety issue with that, especially, too, if more lot owners come in for extensions. Russell Budd: Doug, as I'm looking at this, and there is the 48 -50' dock to the west, I see a lot of deep water in front of it, and the docks that we are looking at today, I see a lot of deep water out in front of them, and, true, up channel, it gets narrower, but each and every petition stands on its own merits, and that logic that if each neighbor gets it, the next one gets it to, would imply that zoning on Marco Island would apply in Sarasota. At some point, conditions change, and I don't see a narrow waterway in front of the three docks that we are considering this morning. Doug Fee: Like I said, it's a matter of, if it's appropriate on these lots, will it be appropriate on lots top the east, where the channel does curve around... Russell Budd: Each petition stands on its own merits, and at some point, it will not work. Doug Fee: I do live in this area, and there are a tremendous amount of boats that go through there, and if someone hits on of these extensions... I'll leave it at that. Page 8 1 6 Ju Y 15 200 Final Comments by Applicant Robert Davy: As far as me owning 6 boats, I don't know where Mr. Maggio came up with that. I own 2 boats and that's all I'm every going to own. The 30' reference she made there to the application that was an AVERAGE length of the boat. So, it might be an 18' boat or a 32' boat. Who knows? That's an average. Also, on the photograph that was up there, you pointed out the deep water out there, this brown indication is the shallow area we have to deal with when we moor those boats. That small dock Mrs. Maggio mentions on lot 20... it did have a dock there, but it was more or less a fishing dock, or a place where they would place commercial fishing boats at one time, but there's no way I could even get a pontoon boat in there, especially at low tide. Another thing I'd like to point out is section 2.6.21.2.1 which says that the boat is considered part of the dock. The photograph is an example. You can see how the boat sticks out slightly in back of the dock. Technically, he's in violation there, but I'm trying to avoid that. I want to make sure that I have enough length that my boat doesn't stick out into the waterway, and that I could service my engine if I needed to. Here's another photograph that shows the neighbor to the east, back towards Mrs. Maggio's house, you can see the width of the water that dock you are looking at is a 50' dock, okay. It's the least he could do to get his boat in there and moor it safely, and I have asked for the same thing. And yes, I bought these lots to improve them and to resell some of them. I'm not trying to hide that. I've improved them with underground electric. I've improved them with water. There's plenty of room for parking, and another thing you mentioned all the boast and trailers and trucks... That is down at the Bonita Boat Owners Association, they have a boat launching facility there, and there are always cars and trucks parked there with boat trailers, and I want to call your attention to that fact that we don't need boat trailers; all we need is the lift. Our boats are there all the time; we just park our cars and go. We don't pull trailers down there or anything like that. As far as three trucks parked on my lot at one time, the only thing I can think of is if we had maintenance there or something, but I never had that. Russell Budd closed public hearing. Motion by Lindy Adelstein to approve BD- 2004 -AR -5693 subject to staff recommendations. Second by Mark Strain. Brad Schiffer: The concern I have with this lot, is that there is only the ability to park one car on it. I have a concern allowing two boats and one car. It does require people to have to park in the right of way. Mark Strain: County code is two slips, and one car. If we change that for these people, we may want to look at changing it elsewhere... Patrick White: Just a note for the record, any right of way violations are a code enforcement matter, and certainly something that I would encourage any of the neighbors if they are having those problems to make the necessary calls, and I believe that appropriate action will be taken. Page 9 ' 1A m?, 161 July 15, 2004 Mark Strain: But the Sheriff's dept. would handle citations within the right of way. Brad Schiffer: But, Mark, that requirement comes from a commercial marina, doesn't it? Mark Strain: No. For every slip, you have to have one parking space for two wet slips, one parking place for five dry slips. Brad Schiffer: And where would that be applied? Mark Strain: Anywhere. First of all, I believe that the lot can hold two cars. Brad Schiffer: If they are in the right of way. Mark Strain: No, they don't need to be. I was there, I didn't park in the right of way, I pulled up on the lot, and there was another guy pulled up right next to me. Brad Schiffer: But I'm judging by the photo, and I would say that they are 15' deep by 3' wide. Mark Strain: Nine feet per parking space is pretty wide. You can fit almost three cars on that lot. Brad Schiffer: Yeah, but they're sticking out on the lot. Anyway, I don't want to argue. There being no more discussion, Russell Budd called the question on item BD -2004- AR -5693. It carried 4 -1 with Brad Schiffer dissenting. Russell Budd called the question on BD- 2004 -AR -5697. Lindy Adelstein made a motion to approve BD- 2004 -AR -5697 subject to staff recommendations. Second by Mark Strain. Motion carried 4 -1 with Brad Schiffer dissenting. Russell Budd called the question on BD- 2004 -AR -5699. Lindy Adelstein made a motion to approve BD- 2004 -AR -5699 subject to staff recommendations. Second by Mark Strain. Discussion: Brad Schiffer: This one does have the parking, so you'll notice a favorable vote Mark Strain: What it boils down to is that these are handy lots for access to the beach by people, and I would encourage more of these to be used in Collier County, we would have a huge problem solved in this county if we had more, and I'm glad these people are using them. I think we should be using them. Brad Schiffer: Oh, I support the access, but I think it should be done with sanitation and a lot of other things. Page 10 1 A 1.0 my 15, 2004 Russell Budd called the question. Motion carried unanimously 5 -0 D. Petition: VA- 2004 -AR -5798, James and Connie Adams, property owners, represented by Richard Rundle, requesting a 1.98 -foot variance from Section 3.5.2.E of the Imperial West PUD (Ordinance 82 -80), which requires a distance between principal structures of 20 feet or one half (1 /2) the sum of the heights of the adjacent structures, whichever is greater to 18.02 feet on the east side of Lot 46. The petitioner also requests a four foot variance from the distance between principal structures of 20 feet or one half (1/2) the sum of the heights of the adjacent structures, whichever is greater to 16 feet on the west side of Lot 46. The subject property is located at 1155 Imperial Drive, further described as Lot 46, Park Place West, in Section 15, Township 48 South, Range 25 East, Collier County, Florida, recorded in Plat Book 17, Page 32 -33, consisting of 6283.46 square feet (.14 acres). (Coordinator: Michael J. DeRuntz) All those wishing to testify for petition VA- 2004 -AR -5798 were sworn in by Russell Budd Disclosures: None Petitioner: Connie Adams: My name is Connie Adams. I was here two weeks ago requesting a variance in Park Place West to build a home with a two foot variance to the east side for a bay window to keep the integrity of the rest of the homes on that street, and to stay within the ten foot setback lines to build our home. Ouestions of the Petitioner: None Staff: Michael DeRuntz: At the last meeting, the commission moved to table this petition for further information. Assistant attorney Marjorie Student had a concern about the use on these lots. The staff has researched this further, and what has occurred in this location, is that the property did have a PUD zoning on it, Imperial Place, and this PUD allowed for multi - family clusters and zero lot line homes. The homes that were built along the street were approved as cluster homes, and each of them were to meet the twenty foot setback requirement that was established in the PUD document. Marjorie has reviewed the staff's research on this and has concurred on the findings, and if you have any questions, I would be glad to try to address them. Questions for Staff: Brad Schiffer: Exhibit three. What is that? And, aren't those the dimensions that the property should be built out at? Page 11 ;. pR 1611 A3, July 15, 2004 Michael DeRuntz: That is a subdivision master plan that was incorporated in the records and, as you can see, they are trying to meet the twenty foot setbacks, which are identified on each of the lot lines, and what has occurred, you can see that the homes began to shift down to the east when the lots in this area here were built, they did not follow that pattern and the result of that is that, even though they have the twenty foot setback between the structures, the existing lot 46 is now pinched. They could build a home on there, but it would not be comparable to the other homes in the area, and still meeting that 20' separation between the structures— and that is the purpose for the variance before the board. Brad Schiffer: What is the staff recommendation? Michael DeRuntz: The staff is recommending approval. Robert Murray: As I recall, Commissioner Strain made a recommendation that the issue was... The error was in lot 45, that we seek to move towards lot 45, using that space. Perhaps Commissioner Strain can explain... Mark Strain: At that point we were talking about mitigating the loss of distance by moving the building, but then it got into advertising issues and concerns of then by moving in that direction, maybe that neighbor would have to come in and be addressed separately... (Robert Murray starts to say something) No, we continued to find a discrepancy between that PUD that called for multi - family housing, and this is single family, and there was no prevision in documentation that allowed that, but apparently now that has come to light and is all straightened out, so I think, all of that got worked out... Robert Murray: okay. Brad Schiffer: I do have a concern. Lot 47, you agree was built exactly as it should have been? Michael DeRuntz: Yes Brad Schiffer: So there really is this 10 foot setback that started to develop really occurred 43, 44, & 45, right? So don't you think it would be fair to have 46 slide over and away from 47? The problem I have is that the people who built 47 honored the setback that this plan shows, and it is not fair to pinch them for doing what was right. Michael DeRuntz: Well, the application for the home is the site plan that is on exhibit 5, and the application was submitted as such. They are trying to build a home that is in compliance with the surrounding area, it was there choice to place the building in the place where it is now. Page 12 1 X11 A3, July 15, 2004 Brad Schiffer: But if you owned 47, would you have any reason to believe that there wouldn't be a 14 foot setback on your side? Michael DeRuntz: They would assume that each of the buildings would have a 20 foot separation. Brad Schiffer: As per this drawing, you'd expect 14', correct? Michael DeRuntz: yes, sir. Mark Strain: I have one question. In our deliberations, we consider staff recommendations. My problem is with recommendation number two. To me it's a little onerous in this particular case. Would staff lose any sleep, if this was to be approved eliminating #2? Michael DeRuntz: No. Russell Budd Closed the public hearing. Mark Strain made a motion to approve VA- 2004 -AR -5798 with staff recommendation #1. Second by Robert Murray. Discussion: Brad Schiffer: It's not fair to really... The person who does it right should not be punished... is there any way we can slide this? They want 4' on that side, is there a way we can make that 2'? It's kind of splitting the baby, but it really is sad to watch people who follow the rules get less use of their property than those that don't. Mark Strain: By following the rules you mean the guy on 47... Brad Schiffer: The guy on 47 is the one who's going to end up with a building next to his post, and he's the guy who did it right. Mark Strain: But didn't the guy on 45 follow the rules as well? Brad Schiffer: No. Somewhere this 10' setback came up, and there's no basis for that, right? Michael DeRuntz: Uh, that's a condition that was an amendment in the covenants of the subdivision that they placed in there with the concept of the 20' separation, and they just split it 10 and 10, but the PUD doesn't identify that. Mark Strain: No, and the splitting is just something they came up with. Theoretically, they could have put in zero and made the other guy go to 20. Page 13 16 July 15, 2004 Ray Bellows: There is a private covenant with the homeowners association to keep the 10'. If we were to force the issue to reduce it on the side closer to lot 45, you are making this property owner be in violation with the homeowners' association, which creates private, civil issues with the homeowners association. The plan you see before you is centered on the lot, it dopes meet the PUD required setbacks, therefore we are recommending approval. Brad Schiffer: But the homeowners association —all these other properties would be in violation of it— everything from 47 up. Marjorie Student: I just wanted to say that quite a number of years ago I did research on deed restrictions and zoning, and while I realize our code says that we don't enforce deed restrictions and get involved in them, there is some case law —my recollection being in the area where there are restrictions on land use and covenants vis -a -vis, an ordinance that is problematic if the federal government puts a person in the position of violating their private covenants. It has to do with the impairment of the obligation to contract. So, I don't know how that would all play out here, but that is a concern. Ray Bellows: And the application request 8' to be the setback, so we are in effect, violating that anyway with the motion as is. Mark Strain: The bay window, a lot of times is an exception... Ray Bellows: If it goes to the ground, it's setback... Marjorie Student: Again, that's just a concern, and again, the cases I saw were in the area of prohibited land uses by a local government and prohibited land uses and restrictions. Brad Schiffer: But here's the problem. If the homeowners association did come up with a new requirement, it violates her approved site plan. Again, all I'm trying to do is maintain honoring the person who did it right. Again, it isn't fair that the person who didn't do it right has better use of their land. I don't think the applicant is wrong. Don't misunderstand, she's doing everything perfectly. It's that they started down at 43 messing it up, and it got to be where she's pinched in the center, and again the proposal I have is just split it. Instead of making it... Russell Budd: Mr. Strain, do you have a motion? Are you swayed by Mr. Schiffer's argument, or does your motion stand? Mark Strain: Oh, I like Mr. Schiffer's argument, the problem is, that I don't think that is overwhelming in regards to Marjorie's thoughts on this... Marjorie Student: Well, that was just in passing, and I believe it was in a slighting different area, so... Page 14 A 3.A 1 � h Ju 2004 Brad Schiffer: But, Marjorie, we are reducing it to 8 feet anyway, so, in other words, the motion would cause the same event. Also, how would we know that? How do we know that they did that? How do we know about the deed restrictions anyway? Is it in our report? Ray Bellows: We have the president of the homeowners association here. The information was passed on in the letter actually that was on exhibit 6 where it says that, "The ARC recommends waiving the 10' side setback restriction on one side (permitting an 8' setback), to allow for a bay window." So, this is coming from the Homeowners' Association. They have this 10' setback requirement. Brad Schiffer: But people have expressed wrong setbacks throughout this whole process, so, I don't know if they think that there IS a 10' setback... anyway I think that it'd be kind of splitting the baby if we could slide it two feet over and not punish the guy that did it right. Russell Budd: That's a great suggestion, Mr. Schiffer, but if the motion maker doesn't modify his motion, we are going to take action on the motion and second. Mark Strain: Michael, the recommendation from the homeowners is at 10'. Is that what they are saying they approved? Michael DeRuntz: yes. Mark Strain: Which means if there are any deed restrictions, the Homeowner's Association would then be the party that would have to enforce those, or, by that letter, maybe they have already waived the right to enforce them. Michael DeRuntz: Exhibit 6, they are recommending approval of that bay window. Mark Strain: See, that's my concern. If we change it, and it goes against that recommendation, we may not be doing anything good for the applicant, as I believe Brad has a good idea, I just don't know how to do it today in a manner that is beneficial to know that we can move forward that way, and so I'm just going to leave my motion as it is at this point. Seeing that there were no more topics for discussion, Russell Budd called the question. The motion carried 4 -1, with Brad Schiffer dissenting. BREAK: 9:55 AM RECONVENE: 10:05 AM Page 15 *, 1611 July 15, 2004 E. Petition: PUDZ- 2003 -AR -4046, Waterways Joint Venture IV represented by Dwight H. Nadeau, of RWA, Inc., requesting a rezone from "A" Rural Agricultural and "PUD" Planned Unit Development (known as Hibiscus Village PUD) to "PUD" to be known as Summit Place in Naples PUD for a residential development consisting of 394 dwelling units. Property is located on the west side of Collier Boulevard (C.R. 951), approximately 1/4 mile north of Wolfe Road, in Section 34, Township 48 South, Range 26 East, Collier County, Florida, consisting of 98.42± acres. (Coordinator: Robin Meyer) All those wishing present testimony for petition PUDZ- 2003 -AR -4046 were sworn in by Russell Budd Disclosures: Mark Strain: Mr. Stout and I spoke numerous times; I received several e -mails from Mr. Stout. I received another e -mail from a lady, but I don't remember her name. I've had lengthy conversations with Richard Yovanovich, trying to research the various concerns that I had, but I think that's it. Robert Murray: I have e -mails that I have read. No conversations. Lindy Adelstein: I have e -mails that I have read. Brad Schiffer: What was in the packet are the a -mails I received. Russell Budd: I have the same e -mail receipts. Petitioner: Dwight Nadeau: I am representing the petitioner in this rezoning request. What we have today is a... The summit property is approximately 1.25 miles south of the intersection of Immokalee road and Collier Boulevard. It is on the west side of Collier Boulevard. We are proposing to re -zone these 98.42 acres through the addition of 40.6 acres to the existing Hibiscus Village PUD. The PUD will be renamed to Summit Place of Naples consistent to the development of the Summit Place in Naples sub - division that exists within the 57.82 acre PUD. This is a general exhibit of where the project is located along the west side of Collier Boulevard. This particular photo shows the existing subdivision in this location here, this is the phase II property 40.62 acres. The project has gone through significant review by staff. I commend the staff on working with the petitioner. This petition is a little odd because this developer has been working with both the Golden Gate Fire Control and Rescue District as well as Elias brothers communities to provide for shared berming access, pond site, a whole myriad of things that have gone on in the background that have allowed us to get to you today, now I can tell you without a doubt that this project, as proposed to you is not dependant upon any off site Page 16 611 3.0 July 15, 2004 improvements, given that, phase I subdivision is constructed. The units are going up. This is what the PUD looked like as Hibiscus Village. (He placed a map on the Visualizer.) The proposed 40.6 addition as, I said before, is this area up here which will add 163 more units. We are not exceeding the density rating system of 4 dwelling units per acre. I would like to make mention that waterways development, Richard Davenport and his partners are a steward to the community because they are providing affordable housing projects on other lands. This would more be considered to be entry level housing. The product type is going to be a single family B- simple attached dwelling unit. They are town houses, effectively, in 4 and 6 unit buildings. The property will be subdivided and the lot upon which the individual unit lies will be conveyed B- simple along with the unit. This next exhibit is an example of how there is interconnectivity related to the project. We have the primary access location as defined by the Collier County Transportation Division along Collier Boulevard. Additionally, working with the other land owners as well as Collier County Division of Transportation, access to that proposed fire station would be from off site lands that we will be bringing to you in the future. Additionally, the 16 units that are controlled by Waterways Joint Venture as a part of that adjacent PUD would take access directly from the Summit Place Circle Property. Therefore, the 16 units are not a consideration today; however the subdivision as proposed can stand on its own merits. The water and sewer stubs for those 16 units are in place, but they will not be turned on. The buffers are in place— associated with the existing summit place phase I subdivision. The PUD you see before you will have 27 acres of conservation area. It will include enhanced and created wetlands (as well as uplands) to provide the eco -tone that the Water Management District is currently in the process of reviewing. We have been through two or three reviews. We are re- submitting and we are anticipating a September governing board date for this 98 acre project. There are a couple of things that I need to go through in the staff report. I believe Mr. Meyer handed out the 11x17 PUD document as well as some cross sections. The PUD document that was attached in your staff report was modified only to show and to clarify the location of the proposed Golden Gate Fire Control and Rescue District Station to the South as well as the units. Only the land use changes are depicted in the master plan in your PUD. We could adopt with or without the PUD being depicted... Mark Strain: I like the PUD that is in the package now because it is not as specific, and since that PUD isn't here today, I think it'd be better not to get into that kind of specifics... Dwight Nadeau: That's absolutely fine. The cross sections that were also included also comply in entirety to the PUD master plan that is in your staff report. In regard to your staff report, I have a couple of items that I need to bring to your attention. In the requested action on your cover, the very last sentence says that the proposed change to is the elimination of side yard set backs for accessory structures. That is only where associated with preserves and lakes where there is a required green space —a 20 foot lake maintenance easement that goes around the lakes. You are not permitted to build in that. Therefore, the green space is provided in the rear yard by virtue of that 20 foot lake maintenance easement. In the preserve condition, there is a 25 foot setback for principal structures from preserve boundaries. So, those lots that don't front on lakes or preserves, Page 17 a 1 1611July 15 2004 the have the required rear yard setback. Second point is in the PUD document, on page 26 in your staff report, section 2.15. This is merely a correction of a citation. In the bottom third of the paragraph, you'll see the name, "Summit Place of Naples," and then below it you'll see section 6.12b. That citation should be 6.11b. This was a result of moving some things around when making modifications when working with staff. The other citation correction will be on your page III -1 related to section 3.3b3 signage. Of course we are complying with the land development code as far as signage. 6.11 should read 6.10. In review of the staff report, I believe that Planner Meyers has done a wonderful job, and I would like to read a couple of the staff report into the record. It states, "The development of the subject property is timely and consistent with the FLUE of the GMP. Furthermore, the proposed amendment to add 40.58 acres and 163 dwelling units to the existing residential PUD will not adversely impact any level of service standard. Lastly, the revised development standards in the PUD are not intended to support the fee simple ownership of the single- family units in this development." Another statement in relation to the existing and proposed land uses, "The subject property is proposed as an expansion of the already approved residential development, at the base density allowed in the County's Comprehensive Plan, the landscaping and buffering requirements in the LDC will mitigate any impacts between this use and abutting uses." Mark Strain: Aren't these already a part of record, and you are adding them into the record? Dwight Nadeau: Yes, but I think these are some compelling statements that show we are in full compliance with the land development code. We asked for a number of deviations. All of which were acceptable accept for one —the lake slope break. What we'd like to do, is, while we agree with staff to forgo that deviation at this time, we'd like to have the opportunity to work with the water management district prior to the board meeting to see if we can provide the engineer compelling evidence that you don't have to go to 10' down —based on his County sampling of water fluctuation varying between 4- 6' and 6' in the coastal areas. For safety sake, they want the slop break at 10'. If we could come to a happy medium with engineering principles and data where it could be somewhere between 10 -T maybe we'll get there. I just wanted to put that on the record as well. Robert Murray: The rezone findings. It starts on p. 2 #9. It says two stories or 35'? That's an either or? Dwight Nadeau: Well, the product that is being proposed and developed in the subdivision is a two -story town home. The height limitation, I really don't know how high the buildings are. They may be about 30'. Robert Murray: So, I take that as no greater than 35'? Dwight Nadeau: That is accurate. Yes, commissioner. Page 18 1611 A3.0 July 15, 2004 Robert Murray: On table 2, III. The minimum side yard 0 or 6 feet. I need to understand that. Dwight Nadeau: Of course, with Commissioner Abernathy's desire to have 6' setbacks between units and to provide for 12' separations rather than 5's and 10's we've seen before. We are identifying that there is going to be no setback as referenced in the note sections on the following page, where these simple units are contained within one building, so there would be no side yard setback between units that are attached. The side yards would apply to the outside of the primary building. Robert Murray: Okay, you've just made the statement that the fee simple ownership is equal to the building structure, correct? Dwight Nadeau: Well, the lots will be the width of the unit, but they will have the required front yard and rear yard. Robert Murray: And that will be in fee simple ownership... Dwight Nadeau: And that will be in fee simple ownership as well. Robert Murray: Okay, at some point I would like to look a little bit further at the visualization of the setbacks. Looking at section IV 16.3, my note to myself is, "final planning of site development plan application." I was trying to tackle the issue of platting. It wasn't clear to me what you wanted to do. In fact, I thought he issue was left open there. You want to do a PUD. Then, with the individual... it wouldn't be platted, because it's all one structure, correct? Dwight Nadeau: No, actually, these are as determined by Mr. White in opinion, that these are considered more single family attached units than they would be multi- family. Thus, with the deviation that was supported by staff related to the site development plan process, that only applies to multi - family buildings, thus these being single - family attached, we go directly to Platt. Robert Murray: So you do not have the site development process. Dwight Nadeau: We do not. Robert Murray: Okay. VII 3 J--optional, depends upon circumstances... Dwight Nadeau: Oh, that's standard boiler plate language as it comes out of transportation. We can strike that because we are providing for interconnectivity. Robert Murray: Alright, and VI 4 H. The H is at the bottom of the page. My question has to do within perpetuity. Is it in perpetuity...? Page 19 1611 July 15, 2004 Dwight Nadeau: Absolutely, the conservation areas and the common areas... well, the conservation areas will be platted and dedicated to Collier County as well as the South Florida Water Management District without responsibility of maintenance. Robert Murray: So are there ever cases where it is not granted in perpetuity? Dwight Nadeau: Not to my knowledge. Robert Murray: So the boiler plate should reflect that information, or is that a given in law? Marjorie Student: That's in the comp plan. That is more or less a given. Robert Murray: Go back up to "C" on that same page. It says, "and averaging 25 feet from the landward edge of wetlands." When you use the term "averaging ", especially when we speak of about 15 feet above, this is when I need to understand more clearly.. Dwight Nadeau: Again, these are stipulations that are generated by staff. However, I will explain it to you. Collier County has adopted the South Florida Water Management District's rules for reviewing projects. Part of the rules in volume 4 of their rules, they require an average 25 foot buffer around wetland preserve. Okay, but it can't be any less than 10' or 15' unless you provide a structural buffer, and a structural buffer could be a berm. What they are trying to do is prohibit untreated water and structures from going into the preserve, so this is basically a regurgitation of language from district rules Robert Murray: I appreciate your explanation. That gives me the knowledge I need. Let's see now, the question in F, The pedestrian sidewalks, and bike paths, Water Management facilities, Etc. Given the new standards for pathways and so forth, and taking into consideration the setbacks... Dwight Nadeau: This particular project doesn't fall on a side where a greenway or pathway is proposed. The greenways are proposed on the east side of the 951 canal across Collier Boulevard from this project. There will be a 6 or 8' sidewalk that will run along the frontage of the property, but that will be a part of the Collier Boulevard improvements. Robert Murray: So there are no sidewalks to the internal of this project? Dwight Nadeau: Oh, internally to the project, we are fully code compliant. There are sidewalks on both sides of the street. Robert Murray: And that takes into consideration all of the required setbacks and so forth? Page 20 16 11A July 15, 04 Dwight Nadeau: Oh, yes sir. And it is also one of the defining components of how you have your driveway linked, so that you can have the 23' parking space in front of the garage. Robert Murray: Okay, now I did find on page VI 5, 6.9. "Accessory structures may be constructed simultaneously with and following..." I just wondered if there was any other language. My note to myself is that if there is new language, let's see the original language. Is there any change in that language? Dwight Nadeau: No that's pretty much boiler plate as well. I believe that it is self explanatory. If it isn't, I'd be happy to elaborate. Robert Murray: No, I just wanted to know if there had been any change whatsoever. Dwight Nadeau: No Robert Murray: That ends my need for questions at the moment. Mark Strain: Has 3 questions for staff. In the PUD, II -3. That's the page. 2.6b. Staff did not recommend approval of this deviation, and based on your comments, I'm sure the commissioner is probably going to follow that, and it's going to be worked out possibly between engineers and the county BOARD OF COUNTY COMMISSIONERS, but on the PUD we don't want to, Ray, at this point, I think 2.6b at this point is not applicable. It's here, so it's subject to approval. Ray Bellows: Yeah, this is the deviation requested by the applicant. Staff is denying, but based on your action today, we will have it removed. Mark Strain: Okay, because, previous PUD's, if you denied it, you didn't even put it in. Ray Bellows: It depends on the planner involved and the time. Sometimes we have the time to have the revisions made and time to have the document to you, and other times we are still working with the applicant to make other changes, and not all the changes are made, so we have to list it in the staff report. Mark Strain: Okay. On II -5, 2.10d, "a portion of the club house may be used as a permanent sales facility..." You mean a temporary sales facility, "until such time as the project sells out." Dwight Nadeau: That is accurate, commissioner. While they will have the opportunity to re -sell units within the subdivision. But it is a temporary use. Mark Strain: On the Development Standards Table, III -3, "distance between structures." What does your copy say? Page 21 1611 , July 15, 2004 Dwight Nadeau: The document that I have in front of me is staff's document. The 15' was struck out and is twelve feet, underlined. I wrote the 15' in, it is my assumption that planner Meyers tried to make it consistent with the 6' side yard setback to make it twelve. I can live with 15. Mark Strain: That's what I was getting at, because you got a lot of your buildings constructed out there, right now. Further down, under minimum distance between structures, you had ten, now you're going to twelve, are you going to spread those finished building apart if there... Dwight Nadeau: Of course, twelve would be consistent with the side yard setbacks, so I have no objection to the 12. Mark Strain: On VI -4, item D on that page. "The PUD shall comply with the guideline and recommendations of US Fish and Wildlife Service, and the Florida Fish and Wildlife Conservation Commission," and Collier County. I'd like to see inserted, regarding potential impacts to listed species. I don't know what Collier County is going to modify in the future in regards to language, but I'd like to make sure that... this has been requested of all the other PUD's lately, and no one has objected. Dwight Nadeau: Conservation Commission (comma) and Collier County? Mark Strain: Correct. Dwight Nadeau: Thank you. Richard Yovanovich: In response to one of Mr. Strain's clarifications, if I can. On 2 -5 regarding the use of the clubhouse as a temporary sales facility. Mr. Davenport is also developing the project immediately across the street, which is Bristol Pines, which is going to be an affordable housing project. He has already disclosed to his residents in his declaration of covenants and restrictions that he would be utilizing that sales facility to market and sell the Bristol Pines project. So if we can clarify it to all us to sell not only this project, but Bristol Pines, we are not interested in a general real estate office, but just the two projects that are near each other in that vicinity. We'd like to clarify that. And, again that has already been disclosed in the declaration of covenants and restrictions, so that isn't coming as a surprise to anybody. Marjorie Student: I would just want to make sure, and maybe staff can help here, that it would in no way be construed as some kind of commercial endeavor then that might run afoul of the comp plan. I can tell you in the past, that I have no problem of temporary use for sale, but when it comes to re -sale, that begins to look more like a real estate office then marketing of the project, then I do have some concerns about that type of use and its consistency with the comp plan, and whether it's commercial or not. Ray Bellows: Would this be on a temporary basis until Bristol Pines is up and running? Page 22 M A 1 611 _ July 15, 2 Richard Yovanovich: We don't anticipate having a sales center across the street at Bristol Pines Ray Bellows: So this will be a full time facility for Bristol Pines? Richard Yovanovich: This will be to market both the other phases of Summit Place and Bristol Pines across the street. Marjorie Student: Again, my concern is the commercial use where the comp plan wouldn't allow it. Richard Yovanovich: And we aren't intending to have any commercial use... Mark Strain: Richard, here's what I'm suggesting. When we come down to making stipulations. My suggestion is to change the verbiage to make it a temporary sales facility. I'll let the temportation be up to staff when you come through and try to get an occupational license. Richard Yovanovich: Well, Mr. Strain, I already have a sales center. Mark Strain: Well, if you have a sales center that has an occupational license that you can sell off site real estate as well as the onsite, based on your PUD language, then that's fine. That's something staff can determine. I just want to make sure it's not permanent and that you don't have a real estate center there forever. That's my concern. Richard Yovanovich: I wanted to make sure that people knew what we were going to be doing in that sales facility, and nobody said to us, "You didn't tell us you were planning on selling Bristol Pines product." I wanted that on the record. Mark Strain: But your disclosure would have had to take care of that, otherwise, your residents would have their own actions... Richard Yovanovich: Correct, but I wanted the Commission ... Ray Bellows: I'm not sure that I am completely supportive of the idea that a single, private development can market real estate and other developments throughout the county and not be considered some type of quasi - commercial type of operation, or a real estate office. We are talking about two different projects. I would need time, and we could determine this before the board of Commissioners, whether that is in fact a legitimate use of the club house. Mark Strain: The stipulation that I am considering won't have any impact on what you have to do Ray, but that's where I'm trying to get with it... Page 23 5q 11 ek?, July 15, 2004 Richard Yovanovich: I misspoke when I said, "club house ". We have a separate sales facility, not he club house. We want to be able to use the separate sales facility for both projects and not the club house. Ray Bellows: That helps, thank you. Lindy Adelstein: Page 10, last paragraph, "...because the properties are only 26' wide, any side yard requirement would constrain any development in the rear yard will be extended so that the back yards will be unusable." Why? Dwight Nadeau: Meaning, that we are 26'. If we apply development standards beyond that, you may only have a 10' area you could build your accessory structure on. I believe what staff is trying to say is that there is not enough room to apply development standards. Lindy Adelstein: If we have a building that is 26' wide, behind it there is a yard. Dwight Nadeau: That' accurate. Lindy Adelstein: Okay, so you are saying I can't put anything in that yard? Dwight Nadeau: Oh, no. We aren't saying that at all. He's saying that the development standards, if we applied development standards on the nits that are 16' wide— lets say the interior units, they can use the rear yard or the accessory structures. But, he's saying if you apply the development standards, it may render them useless. So, it would reduce the size of the lot width, which potentially would reduce the width of any proposed accessory structure. And, of course, if I didn't state it correctly, Mr. Meyer could state it as well. Lindy Adelstein: then I can assume that I could put a pool in that back yard? Dwight Nadeau: Yes, that is accurate. Lindy Adelstein: Because the way it reads, that they could be unusable, I didn't understand what you were trying to bring up. Brad Schiffer: Dwight, this concern over building of screen patios. Is there anything in this revised PUD that is allowing people to do what they could not do before? Dwight Nadeau: No. The previous PUD, the 02 ordinance provided for the screen enclosures that are being permitted by the county at this time. This is just... Brad Schiffer: No they didn't... Richard Yovanovich: I think what happened. I think there was an ambiguity as to whether or not we could do extended lanais under the old language. What we're Page 24 16`1 A47 July 1 04 attempting to do now is to clarify any misconception that we could not do extended lanais for these units. So, yes, there have been some revisions to the language to make it absolutely clear that we can do these extensions. Brad Schiffer: Where is that revision? Dwight Nadeau: It's just merely in the development standards table, commissioner. It is specifically defined as accessory structures. Mark Strain: The table has changed in regards to setbacks for accessory structures. Richard Yovanovich: It makes it clear that accessory structures have to meet this same side yard setbacks as principal structures. That was the issue — whether or not we were able to meet the same setback requirements. Brad Schiffer: The version I have has underscores in it. Has everything that has been changed been underscored, or have other things been added? Mark Strain: In fact, one of my questions for staff was why we didn't get a strike through in this case, and I didn't realize this until I pulled up the old Hibiscus PUD and started comparing them page to page and realized that there are changes between the old one and this one, and I think we've fleshed a lot of them out here today, but... Dwight Nadeau: Commissioner, it was determined by staff that the old ordinance would be repealed in its entirety. Mark Strain: That's fine, but, I mean, I don't care how old it is. A strike through would have been helpful. Brad Schiffer: The minimum distance between structures on accessory structures... Why would you want to increase that? For example, someone might ant to build a trellis, and you know, townhouse, people own the back yard, and they can build gardens and nice stuff out there. Why would you limit the ability of someone wanting to build a nice trellis or something out there? You know the difference between structures also means between the accessory structure and the principal building. Richard Yovanovich: I think what that's intended to mean, Mr. Schiffer is that you can't have a building closer than 12'. It can be 0 or 6, but it has got to be 12'. That's what we're talking about, the accessory structures from building A to building B has also got to be 12'. Not internally within the building, but other buildings. Brad Schiffer: But that also is the distance between that building in the back yard and the main building itself. Would it not apply there also? Richard Yovanovich: I don't believe so. I don't believe we have to separate Page 25 1611ulyAl �, ?2004 Brad Schiffer: For example on a single family lot, you can build a separate building in your back yard and this separation is applied there... Richard Yovanovich: No, we are not allowing any detached accessory uses. Does that help explain it? Brad Schiffer: That's not allowed someplace else? Another thing is, what is that fence requirements? There's a section on fencing, but I don't really get a height. There's a lot of buffer conversation, which would be 6 -11. Is there somewhere a fence height determined? Richard Yovanovich: We don't identify fences or walls other than... no there are no fences or walls referenced. We would comply with code. Brad Schiffer: Ok. Richard Davenport: The homeowner's association document does have extensive restrictions on fences. There shall be no fences in the front yard, any house on the lake is required to use an aluminum picket fence to improve visibility no higher than 4 feet, because we don't want to mar people's views of the lake that they've paid for, and anyone off the lake is allowed to use a vinyl covered chain link fence, again, no higher than 4 feet, and they have to have at least a 40 foot gate so that people with mowers can get in there. Staff Report: Robin Meyer (zoning and land development review): I'd like to clarify that last statement on the requested action. What I was referring to there was the whole issue we just discussed. Is the fact that one of the major changes between Hibiscus and Summit Place was a clarification on the part of the applicant to change the requirements for accessory structures in the rear yards to not have side yard setbacks, That was the reason they could not develop them before. I apologize that it wasn't clear. With regards to the PUD document, this is my first PUD, and I have learned a number of things along the way, especially hear at the hearing today, and I apologize for not putting the strike through and underline in there, that was simply something I wasn't aware of. What I had gotten was a document already halfway through the process. Brad Schiffer: Can I ask Robin a question? (Russell Budd nods) Let's go back there. It's really the concern of some of these letters. In the old PUD you would not be able to build screened patios in the back of your property? Robin Meyer: Correct, there are side yard requirements for accessory structures. Brad Schiffer: So, it is this revision that is allowing people to build the screened patio? Robin Meyer: Yes. Page 26 July 15, 2004 Brad Schiffer: But there are screened patio pictures in there? Robin Meyer: There are screened patio pictures. They were allowed to bond those on the advice of the County attorney under the assumption that they would be approved. Brad Schiffer: So, answer to the question that I really asked Dwight is that this revision is what's allowing screen patios. So, this is more liberal than the one prior to it. Joseph Schmitt: Commissioner, if I could clarify, the previous PUD was not clear and its interpretation by staff was that it did not allow it. I don't think that we ever got to an official interpretation stage, but the petitioner's position was that it did allow it. The agreement was that because this PUD had to come in for a PUD amendment, that it would be clarified in this PUD. So, it was not that it didn't prohibit it, but it was that it wasn't clear. When Richard Yovanovich and I met many months ago in regards to this PUD, Mr. davenport was allowed, based on his own risk, to build some units out there with those accessories in place pending the results of this public hearing, and of course the public hearing from the Board of County Commissioners. Brad Schiffer: What's the old language? Richard Yovanovich: There was a question about what were the side setback requirements for the internal units? Because, we were doing a single family project that include the dirt versus your typical condo. So we went in and we verified that there were no side setback requirements for the individual units, ok? We always thought that it meant not only for the principal structure, but that it also applied for the accessory structure. Staff didn't read it our way, so we are coming in and making it crystal clear, that not only the zero setback for side for the principal, it also applies to the accessory structure. You will be hearing from the individual who originally raised the concern about that, and I think the concern has been alleviated regarding that. It's a very popular option for people to extend out their lanai, and we just want to make sure that they can continue to do that. Mark Strain: Besides the issues you just spoke of, on the version you have in front of you, they have changed quite a few others on the development standards table to reflect the fact that they now have a 26 foot wide attached single family fee simple home, because before there, and you can see by what's in front of you, that wasn't necessarily addressed. But, yeah, I mean there are things that are working. It's just that there are a lot of changes; it's just that you didn't see them all. Brad Schiffer: But how would we know that there were? The packet we had, obviously you were smart enough to go chase it out, but, I mean, you are not supposed to play "Where's Waldo" with these things, I don't think... Mark Strain: But, I think they are trying to bring up to speed the Development Standards table that they are really going by, versus the one that was not quite so clear in the prior PUD... Page 27 1 Jus l 2004 Y Robert Murray: I'd like to understand, if there are no setbacks, and someone wishes to build a screen house. They are on their lot line, so to speak? (Robin Meyer: Yes) The persons adjacent, they are on their lot line. Who owns the screen if it's dead center on? Robin Meyer: Well, you'd come up right to your lot line and then you stop. And he comes up to the other side of the lot line... Robert Murray: So then you have a space between? Robin Meyer: Well, in theory you could have a space in between, or you could have the screens touching one another. It depends on how you want to build it. Robert Murray: So how maintenance would be accomplished, etc? I visualize the pictures in the packet, and this is so much better to see. I have a number of questions. Staff didn't agree with the language and now is in support of the changed language? Robin Meyer: In which one are you talking about? Robert Murray: I'm talking particularly about the extensions —the setbacks. Robin Meyer: Actually, staff, as far as something being requested by the property owner, is not something that is an issue for us. It's an issue for the property owners that have purchased under the old standards. Now I understand that that is something that has been worked out, but were they to come in and request this now, it seems to make reasonable use of the property. If you take a 26' wide rear yard, you take 6' from either yard, you are only leaving 16' to do anything. You have this narrow little corridor that makes it really hard to really do anything as far as a structure, and it really makes it seem unreasonable to focus all of the development within that. Robert Murray: So the county wouldn't object if someone were to build a half wall and extend a screen from there, so there would be some privacy. There's a concern with someone looking into someone else's home. So, no problem with obstruction with the association. Would the builder be concerned with that as well? Robert Murray: Well, the builder is requesting it. Robin Meyer: The builder is requesting these changes. Robert Murray: A solid wall? Robin Meyer: Well, I don't know what the builder is requesting. They are just simple requesting the ability to build within that rear yard. Robert Murray: Page 5, sentence ending with, "appears to be consistent." So the staff is taking the position that is consistent with that. (Meyer: yes) Page 6, the force main will Page 28 A July 1 , 20ii4 be ready, correct? (Meyer: yes) That's what I'm hearing. (Meyer: yes) And then, page 6 as well, the EAC report, as well, we were to receive something from the EAC today. Robin Meyer: Yes, well I never got to my presentation; this was taken before the EAC and they had no issues with it. Robert Murray: No issues, okay. Transportation. On p. 10 it says under neighborhood meeting that transportation will address the issue raised... Robin Meyer: Actually, there is more detail under transportation analysis. They did review this, and based on the projected expansion of Collier Boulevard, there will be adequate capacity of Collier Boulevard to handle this traffic. Russell Budd: Robin, it might be appropriate to get back onto the conclusion of your report. Robin Meyer: Thank you, yes. I would like to at least go through here very quickly. I think Mr. Nadeau did a great job in summarizing. I would say with the deviations, if our engineering commission can be satisfied, that's fine with us, we simply denied that one based on their recommendation, and would be happy to work out a compromise on that one, if it can be worked out. There was a citizens meeting held for this on Sept. 3, 2003, obviously, no one really lives in this area, so we had just a few people from Vanderbilt County Club come to hear what was going on, other than that, very little. The main controversy as reflected in my staff report is the issue. We have 200 and some units that were approved in the vision of some of the people, that they could not build in their rear yard, and that is now being changed. There are some concerns regarding that, and I think they are valid concerns, but from a zoning perspective, it's not really taking anything away from the development, and it's not going to adversely affect anyone other than the view, so I have concurred with that recommendation. Other than that, I'd be happy to answer any questions. Brad Schiffer: Looking at the old PUD, they were allowed to build single family units, two units together and multi - family units. But these units are townhouses, right? Robin Meyer: They are townhouses. Brad Schiffer: So how were they building them before they had this approval? Robin Meyer: Well, actually, I can answer that. There was the determination that these townhouses with single family ownership, are permitted within Collier County code. Brad Schiffer: With fire walls in between them and everything else, as a townhouse has? Robin Meyer: Yes. There was quite a bit of discussion regarding... Page 29 161 July 15, 2004 Registered Public Speakers Len Stout: I am a future homeowner at Summit Place. I bought my unit in October of 2002, and it should be ready sometime later this fall. I did have a concern about the extension. Subsequent, to my raising the concern, I researched several different properties —some have zero lot lines where portico construction in the rear is commonplace, more recently, I was at a home in N. Naples in the 5 -8 hundred thousand dollar range, and I believe there was only 10 feet between the homes, but the home I was in, there was a home right next to it, and beyond that, they put a 20' screened, cement, patio extension. So, when I look at that, I see, well, it's all in the eye of the beholder. You see your patio however you wish it to be, and I feel, at this point, that my objections have been resolved. A lot of people like these things. I see a lot of them being built. I just think there's a... especially when I saw this $600,000.00 home with a 20' extension right next door, I mean, I could look right into their patio, and they could look right into the house I was in, so I just don't feel it's an issue. Brad Schiffer: Just a quick question, Len. Some of the e -mails were from people who couldn't attend, and they sort of put the burden on you to make these points. Len Stout: They sure did. Brad Schiffer: Are you going to be tarred and feathered now? Len Stout: No, they fully agree with me. I kind of started the ball rolling and they knid of hopped on my tail. Mark Strain: Mr. Stout, I want to thank you, because you brought a lot of this to everybody's attention months ago, and your tenacity has provided the outcome today, and also has helped with the one that didn't get heard today, and it will probably be better when it does come forward, so thank you. Len Stout: Thank you. Richard Yovanovich: I just want to clarify one thing. Everybody who has bought a unit in there has had the opportunity to do an extension. Some chose to, and some didn't. It's been disclosed. It was not a shock to anyone. I'm glad we had the opportunity to work with Mr. Stout to relay the concerns of the people he represents. Russell Budd closed the public hearing. Mark Strain made a motion to recommend approval of PUDZ- 2003 -AR -4046 with the following staff recommendations: 1. Support staffs objection to the deviation of the side slope, subject to further review by Stan Krysnowski of the Collier County engineering staff, and for Page 30 161 Ju y 15, 2004 possible recommendation by him to a compromise or a change in that side slope deviation before the BOARD OF COUNTY COMMISSIONERS meeting. 2. Clean up the language in the PUD as recommended by Commissioner Murray. 3. The sales center language will reflect that the sales center is temporary. 4. The minimum distance between single family attached is to be 15' and not 12. 5. 6.8.d The addition of Collier County to the list of agencies concerning species preservation. Second by Robert Murray. Being no discussion, Russell Budd called the question. The motion carried unanimously. (5 -0) There was discussion over whether or not Item G should begin due to the time and the concern that people had been told that it would not be discussed until 1:15. It was decided that it would begin, and then continue after lunch. G. Petition: PUDZ- 2003 -AR -5087, Collier County Board of County Commissioners represented by Stephen G. Sposato, AICP of Agnoli, Barber & Brundage, Inc., requesting a rezone from "PU" Public Use to "PUD" Planned Unit Development to be known as the Collier County Government Center PUD. The project will consist of a maximum of 996,799 square feet of building area for permitted and accessory government center uses. The project is located at 3301 Tamiami Trail East. The project is in Section 12, Township 50 South, Range 25 East, Collier County, Florida, consisting of 55f acres. (Coordinator: Michael Bosi) Russell Budd swore in all those wishing to testify on PUDZ- 2003 -AR -5087 Disclosures: None. Petitioner: Stephen Sposato: Good morning and thank you. I'm here on behalf of Collier County, and Skip Camp is here. He's the facilities management director. Thank you for the opportunity to make this presentation. We are here to review the PUD for the Collier County Government Center. Let me give you some background and then describe the project. The site was acquired in 1960's to move the county seat from Everglades City to where we are today. It's home to 5 constitutional offices, and it's 55 acres. The current zoning is public use. The DRI was approved by the regional planning council and the board in 2000, and the process with the DRI is to look at large projects and evaluate impacts on more substantial and regional issues. The DRI approved a master plan with a build out approximately 1 million square feet. The County had to pay an architectural firm to work with them to develop the campus and to allocate space and buildings to meet the growth of the county. We are proposing to implement the DRI through the PUD Page 31 uYA 16 11 Jl 1 2001'4 process. The PUD process, of course includes more site specific, more design related issues that the DRI does not address. The land use intensities, major access issues are the same as presented in the DRI. I have the master plan over here on the wall; you can see the major components of the master plan. They include a pedestrian corridor, a redirection of major traffic flow connecting airport to US41, a series of parking decks. The main form of the campus is as it is now. There are several exhibits that are in the PUD document. Exhibit A is the PUD master plan, showing that structure. Of significance is Exhibit B, which shows maximum building heights. As you can see, there's a gradient from the residential areas along this border, 35 & 50 & a maximum 110. The building that we are in right now is in the high 90's as well as the court house building. Building H, has a specific height restriction of 5 stories or 75 feet. Exhibit C shows the future traffic circulation plan. It goes over what I said about the major traffic loop from US41 to Airport Road. That identifies, like, classification, the other roads in the PUD. There are specifications for each one of those. Exhibit D is the landscape plan, and we sort of inventoried the different areas —the different perimeter buffers, and made specific recommendations to that issue. Kristen Petry with Pergola will make a brief presentation that's abutting the residential area. We had a community meeting on this project. Significant issues were building height, specifically building H, and because of that, we did lower the height to 75 feet or 5 stories on that building. Another issue had to do with access — specifically The Glades and Palm Drive. There is a significant concern about traffic that enters the government center from that side of the campus. The County has been working with the residents for awhile on that project, and I think Don Scott is here and available to answer questions regarding that. We have a recommendation from the staff for approval with 6 deviations. They primarily deal with signage issues. Because of the nature of the types of uses —the meetings, the services, the types of activities and just the size of the campus, we are asking for flexibility regarding directing people where to go on the campus. The other deviations have to do with security, given the facilities management director the ability to approve walls and other like things regarding public safety. There is also a deviation regarding sidewalks. We are asking, in accordance with the circulation plan, we are asking for that to be the policy for the sidewalks rather than the requirement to have sidewalks on both sides of the road for a local type road. Robert Murray: I'm concerned. On US41, there is a bail bond building and then there's an area where occasionally vehicles are parked in anticipation of an auction and so forth. Quite frankly, it's ugly. I'm just wondering, is there going to be a structure there? Skip Camp: There is going to be a structure there, and we are going to be doing some landscaping at the end of that project which starts this fall. Mark Strain: Over by the church, you have a proposed parking garage. Directly north of that, it shows a grass area, which it shows as not a part of the complex, yet I know it is a part of the complex, so did you miss it, and should you include it as a part of your PUD so we don't forget it? Page 32 lbl 1 A310 July 15, 2004 Skip Camp: The property belongs to the church. The County is leasing it in a joint effort where we use it during the week and the church uses it on the weekend, and the church uses it as a parking lot. Mark Strain: How do they get in there? They have to come through county property then? Skip Camp: No, they actually have a direct connect. Mark Strain: Not for the piece... I just saw a man go all the way down and around to get in there. Right there, that green grass area. You can't get into it without going through County property, and that's why I thought it was county property. I'm parked there right now. Skip Camp: It definitely belongs to the church. We are just leasing it. Mark Strain: Okay. We are leasing it with an access to our property. It's a C -3 use connected with a principal structure that isn't being used... Brad Schiffer: We own parcels across the street. Across airport, across 41? Skip Camp: We are leasing the old Barnett Bank building, is that what you are asking? Brad Schiffer: I mean, this is all we own, what you show? There's noting across the street? Kristen Petry: Good morning, everybody. I am going to be talking about the buffer that is on the property line that separates the government complex from The Glades residential community. And usually what we try to do when we have a landscape renovation is to simply look at what is existing. I'm going to focus your attention on the first board which represents our existing condition. I think a terrific thing to do is to photograph what you have because that is the absolute reality of what is there, and sometimes you can really see things in a photograph that you don't always see when you are standing there looking at it. For instance, sometimes I think it's more possible to see where we actually have our masses of planting and where the plant masses break down, and where we have holes that need to be plugged in. Basically, the photo shows that there are trees, which are primarily oak trees with a couple of Black Olives. They are roughly 50' on center, and there is an existing Fichus tree that's maintained at this point at around 3' all around. We see the slope that comes down into this significant existing swale that's there. Plain grass slope. What I get in looking at this is that I have these gaps that are in between these oak trees, and that probably the fichus hedge isn't doing much to separate the two uses from each other. Looking at it in a visual way, I think about what I can do to make this more in line with what we in Collier County are used to seeing. What they have is a layering of heights and a layering of colors and textures, and that's what we tried to achieve with this buffer. Building on what I was just talking about, through the magic of AutoCAD and Computers these days, it's possible to take Page 33 f� 161 my 5, 204 your photograph and overlay graphics on top that would indicate what we think our planting should look like in about three years time. What I suggest is that we plug in the gaps between the existing oak trees with new oak trees that would grow and that would fill in up above and be our high level planting story. In front of the hedge, toward the Glades side, what I propose would be drifts of Dwarf Schefflera and Crotons. The reason for that is that I think these are plant materials that are appropriate to the use. It is very shady over there. I think these start to create the look that we are used to seeing in Naples. Then, there's the ground cover in front. In front of the larger shrubs, it creates our lowest ground story. So, the Philodendron Xanadu is our lower story. What that brings us to is the necessity of creating a planting plan. This is the document that the guys usually build by. It directly correlates to what I have been talking about. This shows the existing oak trees and the planned new ones, the Dwarf Schefflera, the Croton, and the Philodendron Xanadu. In that way I think we are accomplishing what we set out to do which is to separate the two uses, to create something with appropriate plant materials, and to create something that is visually pleasing. With that I would open it up for any questions that you might have for me. Robert Murray: Having to do with line of sight, I see some tall building.. Where are you taking the pictures from? Kristen Petry: I'm standing on the Glades side, looking out. Robert Murray: So this is what they would see? Kristen Petry: Yes, and what I did was actually walk up on one of the second floor units and knock on the door. No one was home, I didn't want to scare the wits out of any of them, but I wanted to look, to see what these people see. Where are the canopies of these oak trees? And from those second story units, your eyes are looking right out into those canopies. The line of sight —those canopies are physically over your head when you are standing there on that second floor unit looking out. Robert Murray: Is that representative of that area you think entirely? Kristen Petry: Yes, I do. Robert Murray: And you believe that within 3 years we would see that. Kristen Petry: Yes, with correct maintenance, this is absolutely critical. We would need correct fertilization and irrigation. Lindy Adelstein: I have to say I think this will do a good job and I think this will be very pleasant for us. Literally, the beauty and the County commission offices will not be as visible as they have been. Brad Schiffer: Are there any walls, fencing...? Page 34 16 IlAa, July 15, 2004 Kristen Petry: At the moment, no. Brad Schiffer: Will there be? Kristen Petry: I'm going to turn that over to Steven. Stephen Sposato: That's one of the deviations, to request a deviation from the wall requirement where you have a residential abutting a non - residential, commercial institutional. Stephen Sposato: We did a cross section of the canal that is between this side of the Glades and the campus. This is a cross section. To this side is the elevation of the lawn on the Glades side and it kind of slopes down and this is the bottom of the canal and it goes back up. I highlighted this in here; this is basically where the property line is. This, you can see edge of pavement, and this is an example of the elevation where the parking area starts on the government complex side. And, then this is what Kristin did a cross section again of how the layering works. We tried to achieve a wall using landscaping material, which in the long term, we think will be a more pleasing buffer, and less institutional than if we built a solid wall. Robert Murray: Is that slope as severe as it appears to be. Kristen Petry: It is. Stephen Sposato: It's more severe on the government complex side. Robert Murray: Don't we have a problem with irrigation then —with water running away from the plants? Kristen Petry: Well, the simple answer, yeah, is that water runs down hill, but some of it will seep in. The plant material there, particularly the oak trees is surviving on the irrigation system that is there, and I dare say if the irrigation system were updated there would be enough percolation down into the ground to support the plant material that we are proposing. The other thing is that if the irrigation system were not adequate, the sod would not be living. That's the first thing that goes, particularly with the hot weather we're having, and the little amount of rain that we have been having. Stephen Sposato: Excuse me, but you are absolutely correct. We went ahead and completed this project in advance. We did it last month. There were a number of trees that did die and we are replacing those. We are going to have to keep a very close eye on this. We do know that there is a potential problem there, and we will keep that landscape in shape. Robert Murray: But you don't intend to change the slope angle? Stephen Sposato: No, sir, we don't. But, we do plan to maintain that landscaping. Page 35 16 July 15, 2004 Brad Schiffer: When you said there's a canal. Is that a water body or a drainage canal...? Stephen Sposato: yes sir, it's a canal. It's a water management canal. Brad Schiffer: Our property is draining into that, not the neighbor's property. Stephen Sposato: Correct, we don't discharge directly into that canal. Brad Schiffer: But the slope... you know with the... Stephen Sposato: Everything drains internal into the site through the lake system and then is discharged to the canal down stream. Robert Murray: I just want a confirmation from the young lady, that you are comfortable, predicated on the, that it will sustain. Kristen Petry: Yes, it will sustain. Staff: Michael Bosi: One thing, just to get the staff presentation satisfied. There was one amendment to the PUD document that you have in hand, and that was based upon conversation that was initiated last week at the direction of Diane Flag with the direction of Joe Schmitt. That relates to the sidewalk deviation. We understand that this is a 60% complete project, and to implement the current regulations within the land development code can be problematic based upon the exiting developments at the time, but we are going to allow the deviation up into a point. We have coordinated with Skip Camp, and the new language will say that, "At the time the site development submittal for the new County Commission building and the parking garage associated with the new County Commission Building, all vehicular and pedestrian transportation systems internal to the project, shall be brought into compliance with subsections 3.2.8.3.17 and 3.2.8.3.18 of the Land Development Code, or successor provision, in effect at the time of submittal." And what that's going to do is require that sidewalks will be implemented on both sides of the streets on all of the internal transportation systems and CDS administrator Schmitt really felt that we as the government center— the land use that really has the most interaction on a daily basis with the public. This is an example of where the pedestrian networks really need to be highlighted and implemented, with the context of understanding the space limitations, until certain improvements are arranged, and we thought that this was a compromise the facilities management could live with, and that CDS and the planning commission can live with, because at the time of the new County Commission building, the transportation systems and pedestrian systems in particular are going to be brought up to speed. A further clarification that the applicant had questioned me on... Within the staff recommendation for the project, I recommend approval with the 6 deviations that are listed. The wording states, "except for the deviations," and that Page 36 } A3_10 July 15, 2004 may have conveyed that staff was not supporting the deviations that are included with the PUD document. That was not my intent. The staff is supporting the 6 deviations requested by the applicant. On a final note, this was a unique PUD rezone, because the intensity of the land use and transportation— that's a vested nature with the approved DRI. The task of the rezone exercise was to craft the development standards that are going to promote the greatest degree of compatibility with the adjacent residential property and the adjacent overall area. I believe that the applicant has done that to the greatest extent with the landscape buffers, and the eventual improvements upon the sidewalks and transportation system, and with that, staff is supporting the rezone action as presented. I will accept any questions. Lindy Adelstein: Weren't you going to present another change in order on development commitments, page 13. Michael Bosi: There was a conversation yesterday with Lindy Adelstein, not commissioner Adelstein, because he was acting un... Lindy Adelstein: No, I'm talking about the one in which the government complex reaches 750,000 square feet Michael Bosi: I believe that was included within your passage. Lindy Adelstein: There was a change. Brad Schiffer: I don't have a 4.58, if that's what you're referencing in your deviations... I stop at G on 4.5 Michael Bosi: The additional handout that I provided to you ... that was not included, that was added in the last week... Brad Schiffer: Okay, I see it... Lindy Adelstein: Okay, let's stop this here and pick up after lunch. I want a discussion. LUNCH BREAK: 11:27 RECONVENE: 1:15 Russell Budd reconvened the Collier County planning commission meeting. A quorum was established. Michael Bosi: There was one point that Lindy Adelstein pointed out. A revision to an existing transportation document, and that was in the PUD document 4.5 under the transportation heading, "G ". It talks about the build -out of the Collier County government center reaches 750 square feet of total building intensity including parking structures, the County shall change the Harrison road entrance from a right in, right out condition to a Page 37 l�F 1 6 I �. July 15, 2004 one way condition. I revised that language with, "into the government center," just for more specificity as to where this change would occur. Lindy Adelstein: And it's 750,000 Ray Bellows: The square footage... I think it's our opinion that it should be excluding parking decks. The parking decks don't add any intensity... Michael Bosi: Square footage of the occupied building. Ray Bellows: Whatever the traffic generator, office space would be... Michael Bosi: Okay, very good. Mark Strain: So, what's the total square footage of building space excluding parking garages? Michael Bosi: 900 and... Mark Strain: Oh, so that 900 is exclusive of parking garages? Michael Bosi: Yes, sir. Mark Strain: Yes, sir. Michael Bosi: I did want to mention on the height of building H, the original PUD document had included 90 feet, we thought that that would create incompatibility issues, and we are comfortable with the now proposed 75 feet with the 5 story limitation. As I pointed out in the staff report. A like zoning category would only require a setback of 50 feet for a building of that height. The distance between building H and the property line is 110 feet from the property line. We felt that was an appropriate height based on the standards in the LDC and that actual separation between the property line and the health building. Robert Murray: The signs. I know that we want to have freedom to put them out as many as we need, and also temporary signs... Do we do that with malls, flea markets, or any outdoor movie, or any other large facilities? Michael Bosi: They are entitled to those signs. They are required to come into community development, environmental services to obtain a temporary use permit for those individual signs. Based upon the number of events, Skip has requested to be exempt from that permitting through the temporary use permit and allow the placement of signs to the size requirements that are contained within the deviation. Robert Murray: Could I go to the DRI dock, please? Marjorie Student: It's not up for... Page 38 � P 16. my 15, 20 4 Michael Bosi: The DRI was included within your packet... Marjorie Student: But he may have some questions about the interplay between the two. Ray Bellows: The PUD zoning that's included with this petition is increasing intensity, so, therefore, there is no substantial deviation that the DRI, and no amendment of the DRI is necessary. Robert Murray: Okay, then I'll just ask the question, and I won't use the term, "DRI." In a certain document it says, "Affordable housing requires a reanalysis before phases III and II are affected." Will we have such a reanalysis of that? Also, Palm drive and Harrison road, have we solved the road traffic problem? Also, have we (page 8) " C.O.'s are no longer required." You wouldn't file any kinds of permits to show the activities? Michael Bosh We would go through the normal permit like everyone —a permit and a C.O. Absolutely. Robert Murray: And with regards to the fines. We would not fill any documents out? Michael Bosi: Not with regard to the smaller signs. We would for all of the regular signs. But if they meet the requirements for directional signs... Robert Murray: Okay, I understand it now. Mark Strain: Did you attach the DRI to this document? Michael Bosi: It was contained within the distribution packet. Mark Strain: I have an ordinance number 04 blank, and I'm assuming that's the PUD ordinance that we are going to discuss today, and I have development order, but the DRI document usually is rather huge, and I just didn't find that. Robert Murray: What I referred to... that's the development order, I apologize. Mark Strain: Well, that I do have, but that's not a DRI, that just incorporates the DRI. The DRI document itself, I haven't seen. Michael Bosi: The development order that incorporates the DRI is what I included with the packet. Ray Bellows: What we're referring to was the DRI development order. Mark Strain: Okay. Back to the PUD. Item 4.5g. My separate question— It says, "From a right in, right out condition to a one way condition." Is there any preference on which way that is? Is it in or out? Page 39 Michael Bosi: It's in. Mark Strain: You want to clarify that? Michael Bosi: Yes. 161 1 A3 July 15, 2004 Mark Strain: In your staff report, it says that "staff believe it to make a finding of consistency with the overall GMP, that PUD document must include one clarification to the zones of building height proposed by the PUD document to address compatibility." Did that get into the PUD? Michael Bosi: Yes, that was the clarification for the 5story max. We had originally went down to 75 feet, but then we further wanted to clarify the 75 feet with a maximum of 5 stories. That was included within the document, but, unfortunately, I neglected to put that in the staff report. Lindy Adelstein: In the past, we have had a certain assurance, probably because the way Mr. Camp has been running this, that any contractor coming into the complex would not enter using Palm Drive at the Harrison entrance. I wonder if there is any way that we could get some assurance that that will continue. Skip Camp: Procedurally, we will continue to do that kind of management. We have signs all over the complex directing commercial vehicles to 41 and Airport. We will continue to do that. It serves the Glades well and our contractors well. I think we probably have 5 directional signs now leading them to 41 and Airport. Lindy Adelstein: Subject to that condition, couldn't there be anything else said to make sure that this does go forward? Beyond you. The problem is, what about the future? Michael Bosi: Mr. Bellows and Mr. Schmitt had both had concerns about that type of language to be contained within a zoning document. Marjorie Student has said that some modification would be needed, as was presented yesterday as to whether that should exist in a zoning document or should exist somewhere else separately. So, in that respect, I would have to defer to the opinions of those people about the necessary inclusion of such language in a zoning document and defer that to another mechanism to ensure that that condition continues to be met. Lindy Adelstein: Is there any possibility Marjorie Student has an answer to that? Marjorie Student: I had come up with some language for it, but I understand from Mr. Camp that that there is a policy in place. Skip Camp: I understand how important this is to you, and, again, I will do my best to make sure that this unwritten policy continues. We do this in preconstruction meetings and with our contractors that come in on an ongoing basis —small vendors and contractors. I will personally do my best to make sure that that continues. I'll work with Page 40 16 AaR, July 15, 2004 the purchasing department and my project managers. I think you've alluded to the fact that we've been doing a pretty good job, and we'll make it even tighter. I do pledge that to you. Lindy Adelstein: You've been doing an excellent job. In fact, I've never seen one go in another way. Marjorie Student: Just as a matter legally, I had come up with some wording, because in other instances, just to protect the integrity of the neighborhood, we have done some conditions as it related to construction traffic and such, but from a planning perspective, I don't know if Mr. Schmitt or Mr. Bellows may wish to address the issue. Ray Bellows: The only issue I would have is the separate non - county vendor traffic versus county vendor traffic. If you try to put a limitation that would only apply to County vehicles, I think you'd have a hard time enforcing it. Ray Schmitt: I would concur. I think that kind of language would make people feel better, but would be nothing more. It would be difficult to enforce, and it is language that really does not belong in a zoning document. There are other methods to deal with that. Brad Schiffer: What review did you do? You said that this meets the Bayshore Gateway Triangle Redevelopment overlay standards? What was done to ensure that? Michael Bosi: The comprehensive planning department provides the GMP evaluation, and when arriving at a conclusion, they have to evaluate the regulations that are contained within the growth management plan for that specific Bayshore Overlay district to make sure the uses are allowed within that overlay district, and the comprehensive plan for the planning department, provided for myself with a memo of consistency indicating that it did meet all the criteria set for it within the growth management plan for projects within the Bayshore overlay district. Brad Schiffer: For an office building? For example, Bayshore has a requirement that, for example, 80% of the office building has to be within 5 feet of the street property line. None of these are anywhere near that. Stephen Sposato: There' another geographic area within the Bayshore, this project does not meet that. Brad Schiffer: The uses that are within this... everything is called office space here, but we know that it's not. There's no breakdown of uses, or anything like that that I've seen. Michael Bosi: Within section 3.3 it lists the permitted uses... Brad Schiffer: But the square footage, or what's existing, what's not existing... Page 41 16. A July 15, 4 Michael Bosi: At the beginning of the staff report, I pointed out that based upon the current build out that there was 589 thousand of office space constructed right now. Brad Schiffer: But, for example, jail space? This room for example, isn't even office space. What are the breakdowns of the uses? And, when it says that the almost million square feet of office space, does that include non -office space? Ray Bellows: I think I can answer that. I worked on the DRI for this government center. The DRI specifies the breakdown of various square footages. The PUD document doesn't necessarily have to replicate those breakdowns. The DRI development order goes into that. Brad Schiffer: But when everything is referenced as office space, so, in other words, the jail s not in addition to the office space, it is within the office space? Ray Bellows: Yeah, and the DRI talks about the jail sizes. Brad Schiffer: And we don't have the DRI, so... Ray Bellows: And this is not an increase over what was already approved. It was basically a formality to change from the P zoning that the DRI was approved under, to a PUD document that better addresses development standards and landscaping, etc. Brad Schiffer: Again, my only concern is that everything is always called out as office space. The health department building that you are going to raise... is it designed to have additional floors built on it? Skip Camp: Yes. It is designed for 3 additional floors. Robert Murray: Mr. Camp. My interest in that parcel I called ugly, earlier. You are going to have a structure there, a building correct? Skip Camp: Part of that will be the site that will contain one of 3 parking decks. In addition to that there will be a large addition to a landscaped retention pond, and that's by the water management system. Robert Murray: So will they continue to auction the vehicles on the campus? Skip Camp: The answer to that question is that we will probably have an off site location for those vehicles. What we don't know is that if we can use part of the parking deck. We will probably look for someplace off site. Mark Strain: Does anybody know the floor area that the RTIS was based on? The maximum? Stephen Sposato: It was based on the DIR build out. 996 thousand. Page 42 1 � 1 61lyl,,004 Mark Strain: So it included the vested areas? Stephen Sposato: Yes sir, but may I make the point that actually jails are exempt from the DIR process. They did include those in the traffic impact analysis that they did. Mark Strain: How old was that traffic impact? Stephen Sposato: It was done as a part of the DRI. I think it was approved in 2000, so probably most of the data is 1999. As part of this, we did update some of these numbers as a part of this submittal. Mark Strain: We didn't receive those either. I don't have a TIS, do you have it? I want to make sure that the TIS included the gross amount the 996,977 and that you say the jail was included in the 1999 analysis, did they anticipate correctly the size of the jail that we have today? Michael Bosi: I apologize; they did submit a 2003 annual traffic monitoring report based upon the approved 996, 977 square feet as per the DRI. Mark Strain: I would at some point like a copy of that. Michael Bosi: Absolutely. Registered Sneakers: None. Russell Budd closed the public hearing until a motion would be made. Mark Strain made a motion to approve PUDZ- 2003 -AR -5087 "subject to staff recommendations and the changes that were provided on the sheet provided with three elements on it. In addition to that, one of those elements was changed to require the Harrison road to go one way with an incoming one way and not an outgoing. Also, the 750,000 square feet will exclude parking decks." Second by Lindy Adelstein. Discussion: Mark Strain: Lindy, if we were to add a stipulation to institute a policy for construction contracts for this PUD that will include a provision to discourage the use of Harrison Road as an access for construction traffic, would that form a legal problem for the county attorney? Marjorie Student: I would rather see just an absolute condition related to the impacts that might be attributable to this project. I have concerns about the government by law Page 43 ..A A3, 161i�uy 15 2004 deeming what can and cannot be in contracts. There are a couple of constitutional provisions that deal with this. One is the impairment to or regulation of what can or cannot be in contracts. If there was another way to do it, and that's why I had some alternate language that didn't reference putting it in a contract. It was just a condition, similar to conditions placed on projects before, due to the impacts of construction traffic and the magnitude of the project. Mark Strain: So, if we simply said that one of the stipulations is that construction traffic will be discouraged from the use of Harrison Road, that would work? Marjorie Student: I think so. The language I had was, "Access via Palm Drive to the government center complex by construction traffic for this project shall be prohibited." Lindy Adelstein: Now, that I could accept. Mark Strain: Now, if there's no problem with my motion, I'd just as soon change my motion to reflect that language as well. Lindy Adelstein: I would second that. Brad Schiffer: The height again, Mark? You were saying it's 75 feet where? Mark Strain: It applies to that health building. Brad Schiffer: And then he jumped up and said, "not including parking." Mark Strain: No, that's for the 750,000 calculation that triggers the Harrison Road. Brad Schiffer: Ok. There being no further discussion, Russell Budd called the question. The motion carried unanimously. (5 -0) H. Comprehensive Planning Evaluation and Appraisal Report, (E.A.R.) — A Seven Year Evaluation and Appraisal Report for the Growth Management Plan Transmittal to the Department of Community Affairs. (Coordinator: Randy Cohen) Stan Litsinger: This item that we have before you is not new to you, but I would like to tell you where we are at in the process. As you are aware, for the last 2 years, we have been developing our required 7 year evaluation and appraisal report on the comprehensive plan. The process has included 5 public workshops and joint meetings. The most recent was on May 17''. This is the 6`h advertised public hearing for the planning commission to make recommendations to the board on July the 27th for adoption of the EAR report. I'd like to make the clear the distinction that we are adopting a report and not amendments top the comprehensive plan. This report identifies the failings, shortcomings and successes over the last seven years and identifies some proposed Page 44 161. July 1 A4 comprehensive plan amendments, which at the time we are able to receive a sufficiency review from the dept. of community affairs, we will have 18 months in which to adopt the identified amendments. Very quickly, in order to bring you up to date on the contents of the voluminous document that we sent you, we have several items we'd like to point out. One is the water resources facility supply plan, and as we noted to you in an e -mail response top legislation this past session which extended the due date for our local; water resources supply plan, we are going to withhold the water facilities supply plan at this time, so that the work can continue with the S. Florida Water Management District to coordinate the contents of the two reports, since the lower west coast plan has not been completed. Also, in your packets, you will note that we have attached the responses which have been collected since May 17th to the well thought questions that were raised by Commissioner Strain. We are also prepared to discuss those. Also included is a well considered proposal from the Conservancy of SW Florida, relative to watershed management planning. We also are prepared with their director, the water management department to provide some responses and recommendations relative to a decision to recommend inclusion of the Conservancy's recommendation in the EAR report. We also have 4 topics on which we would like to make a very brief clarification presentation in response to questions and issues raised at the May 17th workshop. We want to address the issues of the density bonus system, density in the coastal high hazard area, retail development and activity centers, and affordable housing potential on non - conforming lots throughout the county. I should note that on a couple of those subjects, Marjorie Student of the County attorney's office will want to provide some input relative to the propriety of some of those changes associated with the legal impacts or potential impacts on property rights. Then, we would go to your questions and answer. What we would propose to do is have the Conservancy present there position relative to watershed management plans, and then have the staff give our r4sponses and comments on that proposal, and then give you our recommendations and comments on that proposal in the very beginning. We would then follow it up by the presentations on the four topics as noted, then go directly into your questions you may have on the plan. Mark Strain: Can I ask a procedural question of our County attorney? This is a big book... Marjorie Student: Yes it is. Mark Strain: Is it all or none? If we have discrepancies about it today about portions we can't resolve, do we say the whole thing is no -go until those are resolved or? Marjorie Student: Well, I believe that what we would do is apprise staff of the comments and make your recommendations for consideration by the Board of County Commissioners, because they are the ones that have final authority on the matter. Mark Strain: Can we vote on it in pieces, or do we have to vote on it as one document? Marjorie Student: The one document has to be submitted to the DCA that comports with statutory requirements, those being a report on our plan and how it's working and Page 45 1611A3. July 15, 2004 what we need to repair, and also how it addresses changes in the rules and the statutes that have occurred since we did our last year, so I think to take pieces out of it may do violence to the document. We may have a problem with DCA. What I think would be better would be is if there are some issues that can be resolved, then to send a complete document to the Board of County Commissioners. Mark Strain: But, in essence, we can vote on it in individual sections. Marjorie Student: Well, I would... Stan Litsinger: We would ask the planning commission to either vote in majority to vote a recommendation to the BOARD OF COUNTY COMMISSIONERS to either adopt the report or not adopt the report. If the conclusion of the planning commission is not to adopt the report, the procedure would be, should the board respond in a like manner, we would simply go back to the drawing board and delay adoption of the year report until September at the earliest. Mark Strain: 95% of this may be perfect, but because of the questions that need to be asked, we may have pieces that just don't fit right, and we may have concerns about that as to how we move forward. I think I understand now. Marjorie Student: And, Commissioner, I am just concerned that if we send a partial one, then we may miss something that's required, and then DCA would find it insufficient. Mark Strain: I wasn't suggesting that, Marjorie. I was just trying to figure out how the process would work. Stan Litsinger: The process continues after the board adopts the EAR report. All of the contents of the EAR report are identified as required contents. I guess the assumption would be that in the event that it is not found sufficient in the first 60 day period, we would be back to the planning commission with some changes to the report in order to achieve a sufficiency finding with the department of community affairs. Robert Murray: If we were to make some recommendations, and they were agreed to by the Commissioners, then would you incorporate those recommendations at submission? Stan Litsinger: Yes, we would then incorporate those into the adopted report which is the 7 year report. Robert Murray: So it is a worthwhile effort? Gary Davis (Conservancy of South West Florida): Good afternoon. We appreciate this opportunity to address you regarding a portion of the EAR. Let me focus on goal 2 of the COME. In the EAR report you have in front of you it would be section 1.5 F of the Page 46 6 1 1 J1 1 y 5, 2004 brief assessment of the success, shortcomings, and recommendations related to the conservation and coastal management element. Objective 2.1 pertains to the importance of our estuaries and coastal watershed in Collier County. The point I do want to make is to read objective 2.1, `By January 1St, 200, the County shall prepare watershed management plans that will address appropriate mechanisms to protect the County's estuarine and wetland systems." That deadline was not met. These watershed management plans have not been prepared. The EAR does acknowledge that the deadline has not been met, but it talks about storm water master plans and does not suggest a sufficient process for having these broader watershed management plans developed by the county. We have requested in our letter and recommendations for some language that would go a lot further in terms of how these watershed management systems would be developed. On the first page of the suggested revisions, under 2.1., we would like to see these plans be inter - departmental, broader than just storm water management, within the county staff. To include the natural resources department, for example, or environmental services. Some good news is that there are state and federal agencies that can provide expertise and resources to the County to assist with these plans. As a matter of fact, some of these agencies are already looking at watershed management plans for important watersheds in the county. So, the language that we propose here would broaden the people involved to work on the watershed management plans, and also give direction to the dept. of community affairs about how the County would go about developing these plans. On of the things, I didn't include in this is a new deadline. I would like to suggest a deadline of 2006. This date is important because it is 6 years after the original deadline, so that is one important issue to DCA, second, in 2007, those water bodies in Collier County that do not currently meet water quality standards, which there are 8, will have to have developed by the Florida Department of Environmental Protection, a total maximum daily loading number. That is a number that says how much the water body can accept when it comes to certain pollutants for which the water body is not meeting water quality standards, and still meet water quality standards. In order to achieve that number, since the water body is not meeting water quality standards today, there will have to be restrictions on new permits for discharging water into those watersheds. If the county has watershed management plans that address the water quality issues for these watersheds, then the DEP will not promulgate that number itself. The DEP can rely on the County's plans. The deadline for those plans would be 2006, in order for the DEP to decide by 2007 whether it needs to adopt a TMDL for these watersheds. That's why we're suggesting in addition to the language here, that a deadline of 2006 be given to DCA then eventually incorporated into the growth management plan on this particular objective, Mark Strain: Gary, you have 5 pages of suggestions. I think they are all important for us to understand. If you go to the fifth page, we may not remember everything you said about the first page. Would it be more productive have an immediate reaction from a staff member as you finish each section? Gary Davis: Sure that would be fine. Let me just say that we have been working with staff on this issue for a couple of months here, and we do appreciate the attention that they have given to this. Page 47 N a? 1611 July 15, 2004 Ricardo Valera (Director —Water and Road Maintenance): Good afternoon. I do have a response to Mr. Davis' comments. Mr. Davis is requesting that you revise the language of the EAR, focusing towards recharge of aquifers, preventing saltwater intrusion to drinking water supplies, and commercial and recreational fishing quality standards. Collier County understands the importance of the environmental and natural resources, however, we believe that federal and state agencies are currently working towards obtaining results from the TMBL studies and working not only with Collier County, but other local governments in the state, top make sure that all these standards are maintained and water quality would be improved. So, we believe that this would be a duplication of effort that we are not fully prepared to tackle. The state and federal agencies are working together. We get involved and partner with them in a lot of meetings. They listen to our concern. However, taking the lead in this, would seem to be out of our jurisdiction. Our recommendation would be to save some taxpayers dollars, avoid a duplication, and maintain the language as is without inclusions or revisions. Robert Murray: Why would that be out of your jurisdiction? Ricardo Valera: Well, for instance, let's view this as a law enforcement task. Collier County has a fine law enforcement team; however there is a limit to the duties based on budget and responsibility. If we were going to tackle enforcement of borders, and FBI and CIA tasks, it definitely would be a humongous task. So, right know the water management districts, the DEP, being the lead in the state, are conducting these studied. They not only have the funds, but are mandated to do so. Robert Murray: Is it your statement, however speedily or not they move are focused on water management for quality or are they focused on flood control... Ricardo Valera: flood control, water management, protection of wetlands and natural resources, wetland, aquifers... Robert Murray: Do you think they have parceled out those activities equally, or may some weigh more heavily... In other words, do you think water quality receive the same degree of funding, staffing and proactivity? Ricardo Valera: In those agencies, yes. From my experience in the water management district, I would say water quality is their first priority. So, they regulate development impacts the developments; impact the wetlands, focusing towards protection of the natural resources among those water... Robert Murray: My only concern would be that as was the case with roads, we got pushed back in time and now we are doing catch up. We have what appears to be before us with development a chance to really focus on water quality— to preserve what we have so that our aquifers continue to provide us with the water we need. I just wonder how that could be considered to be duplicative. I understand we are in a pinch for dollars, but I just wondered whether or not that is such an extensive activity... Page 48 1611 July 15, 04 Gary Davis: I feel a little blind sided about this because I met with the County Manager yesterday, and he told us that he supported the County having these plans for a number of reasons, including this TMDL deadline. I'm just a little shocked that we are getting opposition from one of the County's departments in this case. What we are talking about is an objective that has been in your plan for several years, but has not been met. I thought I just heard Mr. Valera say that the objective should be taken out of the plan. The staff didn't even recommend that! The staff said that the objective should be retained in the plan. I am really surprised by this response from a County department when I thought that we had agreement from the County Manager that we would go with the Conservancy's proposal. What we are saying is not that we should go it alone, and duplicate state plans, what we are saying is that the County should utilize the expertise and the resources of others. I know for a fact the S FL Water Management District has a person devoted to helping these plans in their development. I thought this was very basic. What I hear Mr. Valera saying is that he wants to go backwards. The DCA would not agree with that. The DCA would not agree to take out an objective that the county has ignored all these years, and, we would certainly be talking to the DCA about that if it were to come to that. Mark Strain: I saw your recommendations as bringing these other agencies in for consultation, not necessarily a requirement— not to be leading the charge, that's not the way this seemed to read to me. And, as far as circulating new language, you could do that by simply sending it to these recommended agencies, see if they have something to say in 10 days, and if they don't, it's still Collier County doing the lead. I'm not sure that that's that problematic. I know, Mr. Valera, that you are storm water. It didn't know storm water was in charge of the environmental aspect of this. What happened to Bill Lorenz' department in regards to this? Didn't his dept used to handle all this? He was more the natural resources and environmental and John Bolt? I'm wondering where we get the environmental input into this besides the storm water input? Ricardo Valera: Well, I have Bill here for clarification on that, but just to clarify for a minute, we are not recommending to remove any language, We are just recommending to leave it as is. Mark Strain: By the way, were you here when any of this language was written or was that before your time? Ricardo Valera: That's before I came on board. Mark Strain: So you are not the author of this language, Ricardo Valera: No, I am not the author. Bill Lorenz: At one particular point in time, I was overseeing this component. We had 4 departments that reported to me. That ended in 1996. So, it has been awhile since I had any direct responsibility over this. But, I was here in 1989 when we adopted this language. We tried to implement this through the old storm water utility that we were Page 49 161IJkX,� putting together back in 1990, but then that was not approved. The funding was not approved, and that's how long it's been since we've looked at this objective. Robert Murray: Who is in charge of water quality? Gary Davis: Well, that's the problem we are seeing. It looks like storm water is being given some of those responsibilities. Our point is that the current language dealing with watershed management plans is broader than just storm water management. Storm water management is getting the water off the land into the estuary as fast as they can, but if you look at the other aspects in policy 2.1.4, "The water shed management plans should address appropriate wetlands being conserved. Drainage systems do not unacceptable effect wetland and estuary systems" etc. These are broader than just storm water management, and I think they are a natural resources function, too. Ricardo Valera: Okay, one final clarification. Yes, in fact, water management does deal with handling loggings of water, but not necessarily discharging it quickly. On the contrary, the goal is to keep it as long as possible and to maintain the hydro periods of the wetlands and protect their resources. The way this operates is that he Florida administrative codes allow the Department of Environmental Protection to delegate authority to the 5 water management districts to issue environmental resource permits that are a joint application between the Corps of Engineers and to each water management district. Collier County has such a good relationship with the S. Florida Water Management District, that we not only have received delegation to permit projects that are less than 10 acres, but 40 acres with no wetlands. This is something that very few Counties in Florida have, and that is because they rely on the expertise that we have and our understanding of the rules. However, they have not granted us any authorization to work in, over or adjacent to wetlands, because they look at what type of effects the development will have on those wetlands. So, if we are going to duplicate the review process, for something that is already done at the federal level through the court, it would be a duplication of efforts and a waste of taxpayers' dollars. Gary Davis: Mr. Valera is confusing a permit with a plan. We are not talking about duplicating permits. We are talking about a planning process that sets forth how the watershed will be managed in all of its aspects. Permitting is only one of those. Permitting should be consistent with the plan. Again, I hear Mr. Valera saying that we shouldn't do any of this when it has been in your plan, and this is something that the EAR, as it is currently drafted, doesn't address, how these watersheds management plans should be developed. Otherwise, the DCA is going to find this insufficient, and we are going to help them find it insufficient. I can move on to the next point. Mark Strain: That would be fine with me, I just, unfortunately I just think with the fact that there seems to be not all uniform thought on this. After you make each point, I'd like to hear from staff so that we can weigh our decisions as we go forward. Gary Davis: I though there was going to be support from staff on this, and I'm a little surprised and blind sided by that. I'm ready to move on if you'd like. Page 50 A _ 1 11y 15, 04 Russell Budd: Please do. Gary Davis: On the policy relevance part of 2.1.6... That current policy talks about promoting intergovernmental cooperation in the development of these plans, and we are just asking that that be expanded beyond the current policy and beyond the EAR language as it now states, to include state and federal agencies. That's the point behind 2.1.6, and our comments on page 1 and the top of p. 2 of our document. The current policy says that we have to include Marco, but we are saying add in some of these other agencies as well. Ricardo Valera: Just for clarification, we have had discussions with the County Manager. We have had conversations with Mr. Davis, as well. We understand the importance of the natural resources, as any good citizen does, however, assuming taking the lead on this is something that other agencies are doing. They have the funding, the resources, the time and the staff to do it. We are working with them to get the results, and once those results are in, we will be able to refine our process, so, you know, it's a matter of continuing to work with them. We want to continue working with the Conservancy. We want a friendly relationship with them, and not only with them, with any other public or private organization. Mark Strain: That addresses the first item, and we are on the second item promoting inner governmental cooperation, where the Conservancy has requested that the federal government be brought in. What are your thoughts on that? Ricardo Valera: Um ... okay, I am not prepared to respond to that specific issue. I came to talk about revisions based on the water and TMDL's. Mark Strain: Policy 2.1.6. They have a 5 page letter that recommends some word changes to different policies... Ricardo Valera: Yes, I did read the letter that they turned into us, and summarizing it, the revisions that are in the suggested language, we would still go back to the first item, leaving it as it is. Robert Murray: So that's a blanket no, do I take that? Ricardo Valera: Correct. Stan Litsinger: The planning staff's perspective relative to the eventual EAR report and whatever contents and recommendations are contained, will of course result in what we would call EAR based amendments, and at that point the BOARD OF COUNTY COMMISSIONERS has to be prepared to implement these programs and not let them languish. Of course we do support updating some of the objectives and continuing to work on the developments of these water shed management plans. I suppose there may have been some interpretation changes relative to the direction of the County Manager, but my understanding is, from the planning staff, from the County Manager, we do not Page 51 16 July 15, 2004 recommend inclusion of these recommendations in the EAR report. We should all remain cognizant that any adoption of any amendments associated with this, as has been explained by Mr. Valera, would to a certain extent be another level of a regulatory program that the County would undertake, and it directly impacts tax dollars. There are no current appropriations proposed. It would have to be addressed next year. We do not currently have the staff on board. So, and cognizant decision to include this new program in the EAR, which would then have to result in EAR based amendments, we should understand the impact on the tax payer. Mark Strain: Stan, I thought they were just asking that the water shed management plan that was supposed to have been done this past couple years is now to be done over the next few years because it was not done. I though that in order to get that done, why don't we just notify a couple of other government agencies and get their input? What's wrong with that? Why wouldn't we want to do that anyway? I don't understand. Stan Litsinger: Well, I think Mr. Davis will probably address this for you, but I think he would very readily tell you that the proposal by the Conservancy goes far beyond a coordination effort with the agencies involved with watershed management. Maybe I'm wrong, and he can clarify that with me. Gary Davis: What I am saying is that the County was required to do these plans. The County has not done these plans, so the County needs to figure out how to get them done. That's all. Now that doesn't mean the County needs to spend only its own money. That doesn't mean it has to do it all itself without the help from these agencies. We just need to see a process in the EAR and ultimately in comp. plan amendments that are based on the EAR that show how it will get done. I hear Mr. Valera arguing that the County shouldn't be involved at all... again; this is not a permitting process. This is a plan. I can't think of very many plans that the state and federal agencies are working on for water sheds in Collier County. I pointed out one, which was the S. Golden Gates restoration. That is a federal and state plan or dealing with the problems that exist in that water shed. Right there we have a plan already, the County can say, "we adopt this as our plan for that water shed." Naples Bay, we have a planning process that has started. It started under the leadership of the S. Florida Water Management District. A surface water improvement and management plan is being developed for Naples Bay. 3 million dollars have been appropriated for the beginning of that process just the beginning, from the legislature. So, we have a planning process that the County is participating in. The County can make that the watershed management plan for Naples bay. I don't understand why there would be resistance to that. Russell Budd: I'm at a loss myself. I might be misunderstanding what's going on here, but it seems like we've got a requirement that was supposed to be effective by January 1, 2000. We are four years later, and the request is made, "Let's start planning for the future." And I'm hearing the County say, "No, we don't want to play. We don't want any part of it, and it costs money." I understand that. But there have been several annual budgets reviewed and approved. We are in a budget process right now, and I don't know that this is accounted for. We are just walking around it, and I don't think that the Page 52 16 11A July 15, 4 Conservancy is asking for too much. We might modify it, but just to say, "No. We are not going to do it." I am shocked, and I just can't believe that there hasn't been meaningful communication between the parties before we get here, and we are no where. Joe Schmitt: The language that is in your book doesn't say that we are bypassing it. It says that we are moving it to mid -2005. Mr. Davis' language is much more specific. None of this was discussed during the workshop. Gary Davis: We brought it up in the workshop. Joe Schmitt: Not as specifically as you address it here. Gary Davis: We couldn't do that in 3 minutes. Joe Schmitt: The language shows 2005, and that is what was proposed, and that is staff's decision. The language that is in here is a policy decision that will require BCC approval and will have to define a funding source to meet the requirements of this, and that is certainly beyond the scope of what staff can discuss right now because we don't have that authority. You as the commission can review the recommendation and forward it to the BCC, but, beyond that, our position is as stated. We seem to be debating how we'd go about doing this, and none of us have the wherewithal to debate that. Gary Davis: May I point out in the objective achievement analysis, objective 2.1. It doesn't talk about doing these water shed management plans by 2005; it talks about completing three particular storm water master plans by 2005. That is not the water shed management plan, and those three do not incorporate all the watersheds that we need to deal with in Collier County. So, that is not responsive to the failure to develop the watershed management plans as were supposed to be done by January 1, 2000. Robert Murray: This morning I was told that someone dives to verify that there are or are not sea grass beds. Would Mr. Valera or another gentleman inform me as to how we go about doing that? Bill Lorenz: I understand that the question was, when there are boat dock permits to be issued or to be reviewed, that our environmental staff will go out and do a site inspection for the boat dock permitting. What we do, is we go to that particular location, and we verify that there are no sea grasses where the dock will actually be built. That's different from doing a sea grass study and analysis of all the coastal waters of Collier County. We currently do not do that. Robert Murray: Ok, but you are in fact doing the other —that makes me feel better. Bill Lorenz: On a project by project basis. Brad Schiffer: I'm just concerned. The reason we do a watershed management plan is to increase the quality of the water. What is the quality now? Page 53 1 I A15,.20044 � � l Gary Davis: That's the next item that I want to address —objective 2.2 & 2.3. Your current objective in the growth management plan says "all canal, rivers and flow ways discharging into estuaries shall meet all applicable federal, state or local water quality standards." The staff response to that says nothing about whether or not the bodies of water in the County are meeting those water quality standards. It simply says that we are taking samples. If you look at the EAR language on objective 2.2, it says that Collier County monitors its water quality and that it does so in 50 locations. We would like to see Collier County acknowledge that water sheds are not meeting water quality standards; because this is the kind of language the DCA wants to see— you are not meeting your objective, and we will remind them of that if you choose not to do so here. There are 8 water bodies within Collier County that are not currently meeting water quality standards. Those would be the Cocohatchee River Canal, Cocohatchee River, Naples Bay, Gordon River, Gordon River Canal, Golden Gate Canal, Henderson Creek Canal, and Barron River Canal. Most of those are not meeting water quality standards because they have nutrient pollution, nitrogen and phosphorus running off from storm water, which lowers the dissolved oxygen in the water and kills fish. We are talking about estuaries, some of the most productive ecosystems in the world being degraded by the water quality standards that we have. So, all we are saying on 2.2 & 2.3 is that we should acknowledge where the objective isn't being met. Stan Litsinger: The statement that this language represents what DCA wants to see — again, reverting back to the purpose that we are about. This is our evaluation and appraisal report on the comprehensive plan; I don't know whether or not we can arrive at the conclusion as to what the DCA wants to see relative to our evaluation of our own comprehensive plan. One note that I would make here, is that I believe that these policies were substantially intact during that EAR process, and yes we probably do need to update the dates and timing and commitment relative to completion of these plans, but I don't know that we know what DCA wants to see relative to any proposed comprehensive plan amendments in this area. Ricardo Valera: I have a clarification on the impaired bodies of water. The latest report that is available does list 8 bodies of water in Collier County as potentially impaired. It doesn't define them as in fact impaired. It does show what the reasons are, for example, one of the water bodies has dissolved oxygen, and it shows that as being a low. Most of them are being low, and the reason that it's not a definite is that there isn't sufficient data. The data is being collected as we speak by local and state agencies. There is not enough data to draw any final conclusions. Again, the funding and the efforts are there. Other agencies are handling that. Gary Davis: He's absolutely wrong about that. The DEP has adopted a final list of water bodies that do not meet water quality standards in Collier County. And, the US EPA has added to that list as on June 11, 2003. We are talking absolutely about the list of impaired water bodies in Collier County. I don't understand why he isn't up to date on this. Page 54 16112 1 14 Brad Schiffer: Here's the point, we didn't do the study on time, and we have impaired water bodies. Why wouldn't we want to do the study now? Why wouldn't we want to understand these bodies? Ricardo Valera: You are correct sir, the study is being conducted. Collier County is participating with the other agencies in getting that done. We are not taking a lead on this because we have not taken a lead on this. This is because the EPA and the water management are working on this with us. Brad Schiffer: And their coverage would be identical if we took the lead, or what... Ricardo Valera: Well, I mean... it would be a duplication. It's already going on. So, there's a monitoring station that the district has at this location... what benefit would it be to have one place just next to it with Collier County operating and maintaining it. Brad Schiffer: Why couldn't we put it someplace else and have twice the coverage? Gary Davis: What we are talking about here is NOT duplicating studies. We are talking about a plan. The plan will take advantage of the data that the federal and state government already have. We don't have to duplicate the studies. As a matter of fact, Collier County has generated most of the data that went into the state's determination that we have 8 bodies of water that aren't meeting water quality standards. We are talking about a plan that takes the data that then incorporates the suggestions and the involvements of other agencies and develops a plan for how these watersheds will meet water quality standards and these other objectives in the future. Brad Schiffer: So why is this a problem? What am I missing? Gary Davis: I'm missing it to. Brad Schiffer: If the data is coming from all over, and some of the data is coming from us, I mean is it just getting the right person to right the report. I mean, what is the problem? Russell Budd: The problem is that the County said no, and their recommendation doesn't agree, and we don't have to like it but we'll have to come up with our own recommendation as we move this forward. Frankly, this is one of the goofiest issues that I have dealt with in 11 years on the planning commission. The Conservancy commonly comes before us, commonly takes a position, some we agree and some we don't— we go through them. They have a letter that has been out several days or a week or whatever amount a time, then we come here and we aren't even talking about the same issues. We're disagreeing on fundamental facts. We're not even playing on the same board. We are not even talking about the same thing. We've gone through multiple fiscal years and not addressed it, and we are talking about going through multiple more fiscal years and not addressed it because it costs money and we don't have money. It sounds to me like we are just glossing over it and passing it by and we don't intend to do a darn thing. I Page 55 611 3 1 July 15, 2004 might be missing the picture, but I think some of the other planning commissioners are getting the same thing. Brad Schiffer: And the water bodies are deficient, so ... it's one of our major assets... Russell Budd: Mr. Davis, if you could go ahead and in summary fashion talk about the other points in your letter, and unless the County position changes I think we heard a summary that their answer is no. So we don't need to belabor it, but you should make your points, and if there is a different answer we can address it, and we'll take that into consideration, but I think I couldn't be more disappointed in the County's position. Gary Davis: Let me say that we did try to work with the staff on this and I thought we had come to a consensus on this, and I am sorry that it has taken so much time to get through these items. Looking at 2.2 & 2.3, as I said, there is also a policy 2.2.5, which we are suggesting needs to be changed to show that the county has not determined storm water management facilities that are not meeting state water quality treatment standards within Collier County. Collier County acknowledges that they haven't done that, but there is nothing that talks about how they are going to do it and whether they are going to do it. In objective 6.2, which has to do with wetlands protection. There is nothing in the EAR on section 6.2 that would suggest that wetlands protection should be consistent with watershed management plans that the county was required to compete in 200. So, we think there should be some internal consistency in the comp plan, to the extent that wetlands are recommended to be protected in the watershed management plans should be reflected under policy 6.2. We looked at another element of the comp plan, which is the public facilities element drainage sub element, which primarily deals with storm water drainage programs, and basically our suggestion is that there be a reference to the watershed reference plan, so that he drainage sub element and activities under that sub element would be consistent with the watershed management plan. The only other thing that we mentioned in any detail, starting on page 5, is that in your packet, there are more detailed evaluations of major issues, and one of those is under environmental resource and habitat protection. That's in page 2.21.2 that I am talking about. We are suggesting that certain things need to be updated in that more detailed evaluation, such as the actual promulgated list of impaired water bodies for Collier County— rather than referring to a planning list that was put out in 2002. The promulgated list was put out in 2003, and the EPA added to it in 2003, so that's what we are suggesting there. Finally, on sea grasses, the EAR simply says that sea grasses are being protected through the permitting of boat docks, and Mr. Lorenz just spoke to that, but we think that these plans ought to look at broader protection for sea grasses other than just each time a boat dock gets permitted. We ought to be looking to see how the estuary is doing with regards to the health of the sea grasses for other estuarine impact indicators. If there was a sea grass survey to show where the sea grasses are, it would be important for planning purposes. It's important because developers would know which areas to avoid in their planning processes from the beginning. Stan Litsinger: I believe that you have two speakers relevant to the topic at hand. Donna Reed Caran, I believe would like to speak on watershed management issues. Page 56 1611y IA, 22 Donna Reed Caran: Good afternoon, commissioners. I am here on behalf of the Estuary Conservation Association. The ECA is dedicated to the health on the Wiggins {Pass estuary system which includes the Cocohatchee River and the canal. And since much of what goes into our bay starts up stream, having a watershed management plan in place is imperative. I think that if we are going to evaluate and appraise ourselves, we have to say that we have done a lousy job here, and we have to get moving forward. The ECA would like to support the Conservancy's plan and move forward. Doug Fee: Good afternoon, commissioners. I'd also like to give a hand to the Conservancy. This is an outstanding group looking at the broader issues faced buy all citizens in Collier County. We are here to talk about our future— how we are going to move forward, and since the objective 2.1 does say that the County shall prepare watershed management plans, I don't even think it's a question of when and how, I think we need to do this, and again, I am with North Bay Civic Association, and 1/3 of our neighborhood is a watershed— the Cocohatchee River, and so we are vitally interested in making sure that we have a plan in place for anything upstream. We'll volunteer. We'll be there at those meetings. I do believe that the County has the resources. We are the fastest growing area in the country. We have lots of money. So, I think that the money is here. One other point, recently the commissioners sent a letter of intent to the Federal Government to do a study on the Vanderbilt Lagoon. It is my understanding that there was going to be a 5 million dollar expenditure, and the Army Corps came back and said that, "we don't have the funds." The point I'm making is, we need to spend the dollars here to make sure that we protect. I mean this is a great resource— our watersheds and our estuaries, and if it can't be found at the federal level, it needs to be found here. I don't think money should be the issue. We just need to move forward, get the citizens involved. We have road plans. We have park plans; we have all kinds of plans. The estuaries are very, very important. Thank you very much. Stan Litsinger: Since this is a substantial recommendation, obviously, possibly we would recommend that the planning commission take a position and make a motion that of course would be carried forth into your overall vote, whether, I do not look at this as something that you may want to piecemeal in a recommendation to the board. Then we can move onto other portions of the presentation. Robert Murray made a recommendation that this planning commission adopt verbatim the recommended language of the Conservancy be included in the recommended language to the Board of County Commissioners. Second by Lindy Adelstein. Discussion: Russell Budd: Again, I have to comment that, again, I'm disappointed in the County that we couldn't have had meaningful dialogue on the issues, because it seems that we are put in the position where the Conservancy is making a recommendation and the response or comment is, "No." As I tried to allude to before, the Conservancy has come before us many times with varying degrees of success, and I am sure with good intentions they are Page 57 �Y 1 611 July 1 , 4 not always right, and quite possibly not always right on this one, but not given any meaningful dialogue on what the alternative is, I am inclined to support that recommendation. Brad Schiffer: Isn't this something that we could move back into Environmental Protection? Nothing against Storm Water, but maybe that's why it's being minimized. Russell Budd: Wouldn't that be a staffing decision for the County Manager on how the... Stan Litsinger: I think it's the Manager's prerogative. Russell Budd: We can't tell him how to run this company, but we can tell him that he's not running it right or that we are not happy with the results we're getting. Brad Schiffer: Can we send him a memo, or? Ricardo Valera: Mr.Budd, I'm sorry that this is not yielding the level of communication that you were expecting. We did meet with Mr. Davis, and we believe that the meeting went under very friendly and good terms. We did also meet with the County Manager, and while we do agree that al of these issues are important, our position is that we should not be taking the lead on initiating all of these activities that are already being conducted by other agencies. Mark Strain: Some of the things that I heard mentioned by Mr. Davis as a rebuttal to Mr. Valera, I want to make sure I understand, so that in the motion, if there needs to be clarification, it is there. Objective 2.2 & 2.3, listing the water bodies, there was a discrepancy over whether they were really failed, or whether the language needs to be modified to indicate that the water bodies do not meet the standards. I don't see a problem with using that language instead of using the word, "failed." Gary Davis: I have no problem with that change. Mark Strain: The other point was that there was a concern from the County staff that, "they weren't going to be the lead agency." I didn't see the intent in the Conservancy's language to change the lead agency. Is that a true assumption? Gary Davis: The County is responsible for seeing that these plans get done, but if the Water Management district is the lead agency on it, then there is no problem with that. I'm not saying the County has to be the lead to do all the work, but if someone else has done the plan, like I mentioned with S. GG Estates, we can use their plan. Mark Strain: The direction that was suggested by the Conservancy was not to necessarily have the other agencies come in and take over, but that we seek their input in consultation to produce a plan. Page 58 Gary Davis: Correct. 1611 A43- July 15, 2004 Mark Strain: Ok. With those clarifications, I would certainly endorse the motion. Robert Murray: I certainly would amend my motion to reflect that qualification and the agreement on the behalf of f the Conservancy. Lindy Adelstein: I would second that. There being no further discussion on the motion, Russell Budd called the question. The motion carried unanimously (5 -0) Stan Litsinger: David Weeks now has 4 topics that he would briefly like to cover, relative to issues that arose at your previous workshops with the Board of County Commissioners. David Weeks (chief planner in your comprehensive planning department): The 4 items, two of which are intimately related. The first is the coastal high hazard area, and the staff understands on the joint workshop of May 17'', is that the density would be capped at 4 dwelling units per acre within the coastal high hazard area with no exceptions. There had been some discussion about affordable housing, and there had been some consensus that we limit to 4 units per acre. I just want to put that on the record one more time to make sure that this the position that the planning commission would recommend. Brad Schiffer: That's the maximum, right? Wasn't it that it's three units per acre, and the only way you can go up to four is with affordable housing? The cap is four. David Weeks: That's correct that the cap is four, any applicable density bonuses could get you from that three back up to four. But, under no circumstance, through a rezoning action, relying on the density rating system, could more than 4 units per acre be achieved. #2 is the density rating system itself. Specifically, we needed clarity here, because staff failed to bring to your attention a couple of things. As we walked through the different density bonus provisions, there was some discussion about whether to remove them or leave them in, the action was as follows. The conversion of commercial density bonus provision, that bonus number was kept in tact but reduced from 61 units per acre to 12 units per acre. What that would mean in the coastal high hazard area, for example, is in reality, in that circumstance, it would become a one unit per acre bonus, because it gets you to four and the cap. Elsewhere, though, it would be a 12 unit per acre bonus. Brad Schiffer: Wait a minute. I thought we eliminated that. Here's why. We have a community character plan and a smart growth plan, and that thing is in the opposite direction. Plus, I thought it was only affordable housing that could rise from 3 to 4. No other bonus applied in the coastal high hazards but affordable. I thought we killed it. There wasn't that many sites, and it was in conflict with new urbanism. Don't you guys agree? Page 59 V 1 6� July 2004 Robert Murray: That's my recollection. David Weeks: Thank you for the correction. The density ban, density bonus, the recommendation was that that would be deleted; the affordable housing bonus would be retained. Again, if it's in a coastal high hazard area, that would become, an effective one unit breaker bonus. The residential infill density bonus, deleted. Road way access, deleted. The TDR. Staff failed to bring to the hearing body's attention that fact that there was a density bonus for TDR. We needed to get clarity from you. We would assume that you would not want to eliminate that density bonus, because the County just got through adopting significant changes to that. That being the rural fringe, growth management plan amendment 2002, which do have some applicability in the urban designated area. On a limited basis, TDR's can be transferred into the urban designated area, as you are aware, for the most part, that TDR is located within that urban fringe area, but can be transferred to the urban area on a limited basis. Again, we need your clarification— your agreement with staff that that density bonus does not need to be eliminated. Mark Strain: David, weren't there minutes taken at the meeting? I mean, you are asking us to remember what we did then, why don't you just look at what we said then? David Weeks: This one wasn't discussed. Mark Strain: Ok, but the others were, and I don't want to second guess what we did then. There were 14 people in the room. I'd rather we relied on the transcript for those. David Weeks: That's a good recommendation. We'll go back and verify that was to eliminate the conversion of the commercial as opposed to changing it from 15 to 12. I'll take that in your motion that you are not changing your position. That is not your intent. Stan Litsinger: Maybe it is important, Commissioner Strain, that as this is the hearing and that was a workshop, that you go back and reiterate your position on that as far as adoption of the content of the EAR report. Lindy Adelstein: But are there minutes available right now for us to go over? So that he can give you the numbers? Brad Schiffer: You're right, I mean, this is the hearing where we vote on it. Should we vote on each of them individually or... the last thing you were talking about with the TDR program, you couldn't bring the coastal high hazard above 1, correct? Or you couldn't use them at all out there? David Weeks: It would be the same, in that I mean that coastal high hazard area cap at 4 units per acre is across the board, I mean there are no exceptions, so any of these density bonuses that would be applicable in that area would only get your from 3 up to 4. Page 60 1611 A3- July 15, 2004 Brad Schiffer: But isn't it only the affordable housing than can raise you one? This TDR system couldn't raise you one. Brad Schiffer: Then that would be new, and we can decide now whether we like that or not. Robert Murray: Could we not deal with the pieces that were in the workshop, and acknowledge those, and then if there are questions with regard to the TDR we might exploit that? Do you see, though, that there are many contradictions or collisions as a result of the first grouping that we approved with the TDR question? Give that we would approve that those are appropriate still. David Weeks: Do I see a conflict? No I don't. Again, the only unknown goes back to the coastal high hazard area as to whether or not you would want to see the TDR bonus applicable there to get you from the 3 back up to the 4. Robert Murray: Are any properties at the Coastal High Hazard area open to receive the credits? David Weeks: Yes. Robert Murray: Are there many? David Weeks: It's an unknown number. That provision has rarely been used, but, nonetheless, it's one we have to respond to one way or the other. I can tell you that the free rural fringe provision in the TDR in the land development code specifies that you cannot transfer density from outside the Coastal High Hazard area into it. I think that's a very good policy. Robert Murray: Would any credit equate to more than one unit per bonus? David Weeks: No. Brad Schiffer: And, Dave, isn't that also your answer? It can't raise the coastal high hazard, because that would have to come from outside, wouldn't it? David Weeks: Well, it could be an internal transfer. You could have pone property within the coastal high hazard transferring its density to another property in the coastal high hazard area. Robert Murray: Would that ever result in a higher number than the one bonus? David Weeks: No, because, I take your direction to be that that four is a cap absolutely. No exceptions. None. The most it could do is get back up to the 4. Page 61 1 611 A July 1 , 004 Brad Schiffer: The reason I might be okay, is that it's a unit in the coastal high hazard that will stay in the coastal high hazard, so I cold see how that would be ok. It's kind of a washout. David Weeks: Is it the consensus then to leave the TDR bonus intact? (All commissioners nod and say yes.) The second and final on the density rating system and future land use element, the issue is that staff failed to bring to your attention the newest density bonus that we just added last year, and that is the transportation concurrency management area bonus. As part of the mass of concurrency management changes, there is the density bonus of up to three units per acre for that provision, and we failed to bring that to your attention. It simply was not discussed. I will go ahead and tell you that is specifically says that that density bonus would not be applicable in the coastal high hazard area. There is no conflict or issue there. There's just a question of do we want to turn right around and delete what we just adopted last year. Staff would recommend don't do that. Leave it in tact. Robert Murray: Could you help me to understand, because I don't have a recollection of that, what that bonus actually... Where it arises from and what it does? David Weeks: Yes, if a property is in that defined specification for currency management area — there's two of them, they have to do certain things... Robert Murray: Okay, that connected for me. David Weeks: So, the other two things related to the density rating system is that the context of our discussion was strictly the future land use development. What we did not discuss was whether or not those changes would also be applicable to the Golden Gate area master plan and the Immokalee area master plan. Now the Golden Gate area master plan includes primarily Golden Gate estates but it does include the Golden Gate city area, that's roughly 4 square miles that are within the overall coaxable urbanized area. There might be a split between that and the Immokalee area master plan, because that is an area that is more removed. It's an area that, generally speaking is considered to be depressed. There might be some desire to treat it differently, and to say , "well we want to promote development over there," where we are more concerned about density increases over here in the coastal area. I just thought that as an opinion you might say, Golden Gate area, make those changes, and Immokalee maybe treat differently. Mark Strain: We just got done, though. In fact, the changes to the Golden Gate master plan are barely through the process. With all that stuff being taken into consideration, I don't know why we would want to look at that again, and Immokalee is looking at their plan right now. Lindy Adelstein: What is it now? Page 62 1611 July 1 , 2 David Weeks: I have those if you are interested. There are 5 of them, the conversion of commercial zoning bonus, lying within a density band or within an activity center, the affordable housing, the residential infill, and the roadway access. Robert Murray: Could you give us the numbers associated with those? I'm not proposing we change anything, but I would like to... David Weeks: The conversion of commercial allows a 16 unit breaker bonus. The density band is 3, within an activity center is 16, affordable housing is up to 8, residential infill 3, roadway access 1. Brad Schiffer: None of those are addressed in the recommendations ... it's not an issue Golden Gate is going to worry about... Mark Strain: Those are not addressed. We addressed property use and rezoning, but we didn't address those five bonuses at all. David Weeks: Correct, I am not aware of any discussion on that... Mark Strain: I don't know why it wouldn't apply to everyone else. Brad Schiffer: But take Bayshore, for example. It has units with in it that wouldn't change based on this, would they? David Weeks: The Gateway Bayshore triangle overlay does have two things specifically about it that I will point out. Number one, the fact that all of that has urban zoning. It's already zoned VR or mobile home or RMF6 or so forth, those properties would not be going for a rezoning action the same as we would expect in other areas that are zones agricultural. Secondly, there is also a specific provision in that overlay that density can be increased to 12 units per acre is there is direct access to either Bayshore Drive or to US 41 east, and when certain other conditions are met, and that would not be effected by this. That is not part of the density rating system. Lindy Adelstein: This Golden Gate situation, are you saying that this is something that... Mark Strain: No, I think the one's he's talking about, everybody ought to be the same. I just wanted to make sure that what he brought up would not specifically be in conflict with something addressed by Golden Gate, and those five bonuses were not. David Weeks: Mr. Strain, if I understand correctly, you are saying to treat those in the Golden Gate master plan the same as we did in the flue. Mark Strain: That's correct. I mean, we didn't address these; it wasn't a concern, so why bring them up now? Page 63 1 �h � ul 15 004' Y David Weeks: Okay. That seems to be a consensus. The last then is the h- mokalee area master plan. There are four bonuses there. Number one is the roadway access of one unit per acre. Residential infill of 3 units per acre, affordable housing up to 8, and this last one is called proximity to the neighborhood and commerce center mixed use district. That would be a 12 unit breaker. It's listed within the density bonuses, but also if you go to those two sub districts, they specifically say residential development is allowed at 12 units per acre. It's a little bit of an interim of conflict. I would suggest to you that if we eliminate the density bonus, it will have no impact, because if you go to that sub district, and it just plainly says 12 units per acre per residential development. Lindy Adelstein: Then, I'd recommend that we get rid of it that way. Brad Schiffer: Didn't you say that the bonus was distance to that sub sector. David Weeks: Correct, it's similar to over here in the urbanized area, where the activity centers say, "You get a density of 16 units per acre." If you are in the activity center, outside the coastal high hazard area, you get a density of 16 units per acre. Period. It's not part of a density bonus provision. But, in Immokalee, it's both listed as part of a density bonus provision, but also within the sub district, so if we delete it from the bonus provision, then it will still be allowed. Brad Schiffer: But isn't the bonus distance to the sub district? If you are such a distance to the sub district, you can get that unit count? David Weeks: Not in the Immokalee master plan. I think you are thinking of the density band. You are within a mile radius of the activity centers... density band... there is no such equivalent in Immokalee. You are either in the sub district and you get 12 units per acre, or you are out and you don't. But the question is, does the commission want to recommend deleting these density bonuses for the Immokalee area or do you want to treat them differently and leave them in tact? Brad Schiffer: Only the redundant one. Russell Budd: I'd agree, only where it's redundant for the 12 units. David Weeks: Okay, and the others you are saying, "Leave alone. "? Brad Schiffer: And the commercial conversion, should we vote on that as to what we all feel? It was last left with Mark wanting you to go and check the minutes, but Stan's point is that this is the hearing. That wasn't the hearing. Joe Schmitt: It was pretty clear in the workshop. The only bonus you were going to move forward with was the affordable housing density bonus. The only conflict in the workshop was clarity in regards to the coastal high hazard area—whether the affordable housing density bonus would be applicable. There was some confusion, I don't think we ever got a resolution, but it stayed at 3? Or would the bonus be applied in the coastal high hazard area? It was my understanding that, no; there would be no density bonus at Page 64 16 AR u Y 15 2004" all in the coastal high hazard area. Now, we didn't discuss the TBR one, so that is one that would get us back to 4 units an acre in a coastal high hazard area, and I think the board agreed to that, but anything higher than that, I think the board said, "No. They wanted to avoid specifically this down zoning from commercial to residential. Brad Schiffer: True or false, the conversion from commercial to residential will be eliminated. David Weeks: Eliminated. Yes. Joe Schmitt: You can debate the issue, but of course there is one project that is currently still ongoing, which was going to be a recipient of that bonus, and I think that was what ignited the feelings against that bonus. A boat area in North Naples... Brad Schiffer: I would have never thought of that. Joe Schmitt: I don't want to get into names. David Weeks: The last comment on the density rating system was the recommendation to eliminate the traffic congestion area reduction of one unit breaker, and replace it with a coastal high hazard area reduction of one unit per acre. Russell Budd: That is correct. David Weeks: That takes care of the two issues., The third was the activity center. We had discussed making changes for the interchange activity center. I just want to clarify that the staff recommendation was or an activity center at 1 -75 at Pine Ridge Road and I- 75 and Immokalee Road, only, that is not county the interchange down at 951 and Davis Boulevard. The commercial uses would be limited to those serving the traveling public, such as hotel, motels and restaurants, gas stations, etc. As well as uses that would be dependant upon the highway system itself such as a storage and distribution facility. The point of clarification was to make sure that it only applied to those two interchanges. The big distinction between those two and the one down at 951 and David Boulevard is the fact that there is already a cap at the amount of commercial development that is allowed at that interchange, and that's a maximum of 55% of the acreage can be zoned for commercial uses, and it's darn close to that already. The balance would be limited to industrial uses, residential, community facilities, etc. Robert Murray: But when we speak about storage and distribution facilities, are we talking about storage for personal belongings or are we talking about warehouses? David Weeks: It would be warehouses. Not your mini storage that the local citizens would rely on, because that does not have any relationship to the highway. Robert Murray: Right, so you are talking about it's a potential at that Golden Gate interchange there could be storage facilities... Page 65 1 David Weeks: Not the Golden Gate interchange... Robert Murray: I must have misheard you... David Weeks: 951 and Davis Boulevard. 16114,47,2004 Robert Murray: That one already has that potential or that facility, does it not? David Weeks: Yes it does, but.. Robert Murray: So, in other words, not in Golden Gate. David Weeks: Okay, if you are calling that Golden Gate, the limitation would not apply there because there is already a cap at the number of acres that can be zoned commercial. The final point had to do with affordable housing within the Golden Gate Estates sub division on non - conforming lots. Staff s perspective is that this is a massive undertaking to determine how many lots potentially would qualify. We respectfully submit to you that this is not an EAR issue. What is an EAR issue is that we need to do more for affordable housing. We need to pursue other avenues to provide more affordable housing, but, not specifically this issue of whether or nit the Golden Gate Estates should be looked at for mandating affordable housing. Marjorie Student: I understand that this would just be at the evaluation stage, but I have a concern if it were a mandatory program, if there would be any problem with some sort of berharris claim or issue like that if it were mandated that legal nonconforming lots have to have affordable housing on them. I also want to remind this commission that in the RT areas and in the Vanderbilt Beach area, there are some legally non - conforming lots, and then when you start o target areas where it could go, and you aren't consistent, that could be problematic as well, and I think that's something that would have to be considered in any sort of evaluation. An incentive based program is probably a better means in trying to achieve this than a regulatory one. Robert Murray: If the by right concept flies for affordable housing, how does that work? Then that neutralizes that issue entirely, does it not? Marjorie Student: The "by right "? That you have it "by right "? Robert Murray: Affordable housing by right, I guess is what they wanted to have. Am I not saying the right words? Mark Strain: That was another issue that is going to come out of this, but what David is trying to talk about is the PUS... Robert Murray: Yeah, I know, the 1.1 acre thing Page 66 1 1 Mark Strain: Yeah, less that 1.1. I think what he's recommending is not to put it in the EAR. Let's address it later in the LEC, or... Marjorie Student: The "by right" might take care of it, and it may make it go away, but I just want us to look at a number of options, and I always, if possible, like to do incentives. I think that can keep us out of difficulty. Joe Schmitt: All we need to do is identify this as a goal, and because those lots are now restricted —they can not be built on, by the LDC, and the LDC would have to be changed to accommodate that, and really what it came down to was the size of the lot and the size of the unit would pretty much dictate that you are going to have a house that is in a certain cost structure. You call it what it is, affordable housing, it wouldn't be an affordable housing agreement, but it would promote a program that would provide these lots with that would be marketable at a rate that would be affordable. Marjorie Student: Correct me if I am wrong Dave, but it is my understanding that if you are a legal non - conforming lot, and met some certain circumstances, it wasn't that you couldn't build on your lot, you still had the ability to build if you met certain standards. David Weeks: The big distinction is between legal nonconforming lots and illegal nonconforming lots. There are thousands of lots in Golden Gate Estates that were split off prior to the 1974 or 1982, when the zoning district changed and said the minimum was 2.25 acres. That would be your 75x660 and your 105x660 lots. If they were split prior to those dates they are legal nonconforming lots. Those lots are treated like conforming lots in every way. I want to clarify. When I said it would be a massive undertaking, that would be in looking at the legal nonconforming lots. Because our quick and dirty search of the records shows somewhere in the neighborhood of 11,000 legal nonconforming lots. The illegal lots, we have come up with less than 10 of them. The question is, of those almost 11,000, we can identify that many parcels, but how many of those are illegal versus legal. We believe the vast majority of those are legal nonconforming lots. The massive undertaking would be the manual process of checking on those parcels to determine the split date. It would be a matter of going through the public records and looking them all up. It would be very labor intensive. Again, the staff recommends is lets identify affordable housing as an issue, and leave this as one option for the County to investigate. Let the investigation take us where it will. Ultimately, we may or may not be coming back with some type of recommendation in the future for regulatory changes. That concludes the points of clarity I had. BREAK: 3:20 PM RECONVENE: 3:30 PM Russell Budd: It is highly improbable that we will be complete in the next hour and a half on this item. We still have 4 inches to go and we have gotten through 1/2 inch, if volume has any relevance. If that does occur, that we can't go any further this evening, Page 67 6 {J 1, JulY , 004 than what is the room availability, staff availability, and inclination of the other Commissioners? Joe Schmitt: The board room is available tomorrow morning. We could be here until at least 1:00, and then there is a coastal advisory committee meeting. I would think that we could be able to finish by one if we started in the morning. Russell Budd: Do we have Commissioner availability for tomorrow at 8:30 if we run out of time tonight? Okay. We can do that if necessary. So, let's just keep that in the back of our mind. Let's shoot toward a 5 o'clock completion. If by some stroke of luck we are done, or if we just have a short sprint to complete, we'll do that, otherwise we'll break at a convenient time and consider reconvening in the morning. So now if we could come to the registered speakers, please. Doug Fee: I'm not sure exactly which items we are able to comment on... Stan Litsinger: Mr. Fee, you are able to comment on any of the topics that have been presented so far. Doug Fee ... and if something comes up later, are we able to re- speak? Stan Litsinger: yes. Doug Fee: I do have a transcript from the May 17th workshop, and I am just going to read what it says here. It says "David Weeks stated the only two density bonuses that still apply are affordable housing (which applies anywhere but in the CHHA) with only a one unit per acre bonus with a cap of 4. The other density bonus is conversion of commercial for non PUD commercial zoning, which will still give 16 units per acre, but not applicable in the CHHA. I attended that meeting, and we feel that there was an elimination of density bonus within this CHHA, with that in mind on page 1.5.h.13, in your brief assessment of successes and shortcomings of the future land use element, there is an indication of that meeting. It says, "However on the May, 17th, 2004 joint meeting of the Board of County Commissioners and the Collier County planning commission workshop, the joint commission voted to eliminate all density bonus provisions, except that for affordable housing, therefore the density rating system will be revised accordingly. The six bonus provisions are..." Number one says, "Conversion of commercial zoning. Is this telling the state, in the year process, what our current bonuses are? They are explaining what that is and that there will be a change to that? Stan Litsinger: That's correct, and that the EAR identifies an EAR based amendment in that area. Doug Fee: Okay, so this is not saying that that would continue after you do the amendments, but that right now these are the current bonuses. Next, I am on page 2.22.18, under Hurricane evacuation, limiting development in a CHHA. On 2.22.18, there is a conclusion that reads, "Based upon the empirical evidence presented, within the Page 68 A July , 2004 CHHA, however the density rating system has played, and will continue to play a pivotal role in controlling development within the CCHA." Then it says, "Flue, density rating system, allowable density bonuses within the CHHA, and underneath conversion of commercial zoning, it reads, "yes." Should there be a change in that table based on the workshop and what is being submitted to the state? And then underneath affordable housing it also says yes. And, 2.23.1, it reads, "Hurricane Evacuation, limiting public expenditures that subsidize development in the coastal high hazard area." On the first page, under B, under comments, it reads, "due to the partial effectiveness of the density rating system, staff are looking into putting more conditions on affordable housing, which is one of two allowable uses within the CHHA." I'm wondering again, is that something that might be revised? It's saying there are two allowable... Mark Strain and Dan Fee discuss whether he is looking at a current copy of the EAR. Doug Fee wants to know what the process is for members of the public receiving updated copies of the EAR. Stan Litsinger says that a current, accurate copy will be available once the Board of County Commissioners has approved the final document. Doug Fee: I would like to put on the record that the document I have on hand, still indicates some bonuses in the Flue, in the CHHA, so I'm just wanting a clarification. Robert Murray: Stan, I need to be clear, if we vote as a body to accept or reject certain things, you are not going to make a change on those, you will just give an ancillary document that makes the recommendations. Stan Litsinger: I will take your recommendations to the Board of County Commissioners, that is correct, as a planning commission recommendation. Robert Murray: So your document will remain as it is right now? Stan Litsinger: Until transmittal Robert Murray: So the commissioners would be obliged to read these recommendations as it relates to these specific items, correct? Stan Litsinger: Correct. Robert Murray: So, your question was when can the public see these? Doug Fee: No, my comment is that if this is the exact document that gets transmitted with any stipulations that you or the board put into record, and then they make there changes. I want to put on the record some changes that may need to occur, prior to the board finalizing. Let me back up to 2.22.18 in your document, then I'll sit down on the density issue. "However the density rating system has played, and will continue to play, a pivotal role in controlling development within the CHHA," and in this table, it says, Page 69 i 'i5,,2004 "conversion of commercial zoning," it says yes. And on "affordable housing ", yes. Should that not be changed to no? Mark Strain: When I read this whole document, there's a whole pile of places that will have to be changed to be consistent with what the workshop recommended. Again, I took that red paragraph as saying that they acknowledge what the workshop said, they just haven't had time to make the changes, and they will make them.. Doug Fee: And, I'm not to... I know the County staff does a tremendous job, I'm just trying to put some input into it... Robert Murray: My impression of that, Doug is that it reads to recognize the changes we recommended. Stan Litsinger: Doug is referring to an earlier version... Mark Strain: It's the same one we've got. Stan Litsinger: We, or course, will make all the adjustments to catch up with the recommendations and decisions relative to changes throughout the document. Brad Schiffer: Prior to state submittal. Stan Litsinger: Prior to being trucked of to DCA, so to speak. Brad Cornell (Collier County Audubon Society): I have a comment about activity centers and the density ban issue that you were just talking about, and that comes from the Community Character's Marco's advisory committee discussion of this issue. I was at that May 17th meeting, and I was confused about what you all discussed. I am very supportive of incentivizing affordable housing for the area; we obviously have a great need for it. I am concerned that elimination of the density ban bonuses, rather narrowing the scope of those for affordable housing, may result in some unsustainable patterns of development around activity centers. I am just raising that as a caution. I am into an area that I am not an expert at, but it seems to me that we want to keep densities high, or that we don't suddenly want to drop of a density outside of an activity center; that we would want to transition those back to residential areas ... that activity center densities and the bands around them support public transportation and other aspects that we would like to see come to fruition —and are, in many aspects. So, I just wanted to raise a caution flag about that. If I may jump to another issue, the Golden Gate area master plan policies in the EAR, there is one that references the conservation coastal management element policy 627. That has to do with a new policy we put in there that stated within one year of adoption of these amendments, `'Collier County shall work with federal and state agencies to identify properties that have a high probability of wetlands or listed species occurrence. The identification process shall be based on hydric soil stata and other applicable criteria. Once this identification process is complete, the County will determine if it is sufficiently accurate to require federal and state wetland approvals prior to issuing a building permit within those areas. The County shall use this information to Page 70 1611 A inform property owners of the potential existence of wetlands on their property." This one year window where the county was going to consider their data they had on N. Golden Gate Estates was adequately accurate to have these kinds of things. I thin that we should have that discussion, and I think that the EAR should point that out, and we haven't had that policy resolved. We should consider whether we can map wetlands and enlisted species habitats to the extents where we don't give building permits in those mapped areas unless you can show that you have a wetland destruction permit from the corps or the DEP. That was the intent. It's adding a level of scrutiny to what we strongly suspect is wetlands. I think it would be beneficial to the natural resources in Golden Gate. Mark Strain: I'm just questioning how much of an impact that is going to have on people who have bought a single family home site on subdivided area out there, thinking they can build a house on it, and all of the sudden they have to go through a more convoluted process to get there, and that's probably.. Golden Gate Estates is no longer affordable, but that fact is it's still cheaper than almost anywhere else. And, I understand you wanting to restrict it. It's a good reason, but we've tried to get here through further requirements on minimum clearing and things like that. I know we've looked at ROMA for applications in certain areas, and I'm not even sure where that program is right now... Brad Cornell: Well, it's still out there. The application is still being reviewed by the DEP, and because of the rise in property values, it is getting to be less and less a viable option for mitigating wetland destruction. Mark, I am not proposing anything that isn't already required to be done. You have to mitigate for wetland destruction. It's a way of helping to ensure the protection of those where the County process involved building permits on those lots. It seems that he County should be looking at permits before they issue building permits. Mark Strain: Again, I'm in favor of seeing things better protected, but I am still concerned that you are going to drive the costs so high to get a permit, by the additional level of scrutiny... I'm just not sure you are going to gain that much, and I don't know how you are going to interconnect it all anyway. Joe Schmitt: I'm trying to follow Brad's thought here, because I already paid for one DEP position in my building dept. They have just funded for a second. Everyone in the estates is either afforded the opportunity. DEP reviews every building permit that is approved in the estates. They determine whether or not there is a wetland determination and mitigation. So, it's a procedural thing and I am not sure what you are asking. We're doing it. Brad Cornell: I guess I am asking for resolution of this policy. I'm on page CCME policy 626, page 26. Bill Lorenz: Just to elaborate on this. The policy basically says that the staff is to work with these agencies to determine if we could develop some type of mechanism by which we could require the homeowner to submit to us a DEP required wetlands permit before Page 71 1 6th. Ail July 15, 2004 we issue the building permit. Currently, what we do is place a notice on our building permit that says you may have to get the appropriate federal and state wetlands permits. This particular policy gave us one year to conduct a study to determine if we could determine areas in the N. Golden Gate Estates where we would not even consider permit applications until they could show a evidence from the DEP that would say the area either did or did not have a wetland. The map that I have up on the view screen is an analysis that we did last April. We worked with the DEP officials that work out of our Collier County development services permitting center. This analysis indicated that there is not an easy enough way to determine up front areas in N. Golden Gate Estates, that we felt comfortable enough to say, "We will not issue a building permit unless you get some information from DEP." So this is the analysis, Brad, that shows why we are uncomfortable with going any further. The final analysis was that we need to work more closely with DEP staff to determine that they feel comfortable what these are areas are the areas that they would say are areas that would require a permit for a building permit. So, we can update this analysis. There was a hitch last summer where a staff member was not there, but now we need to develop that relationship. I think we have accomplished the objective. We sat down with the officials. Wee developed the analysis. But at this point I am uncomfortable with taking the next step and making this a mandate. Brad Cornell: I would very much like to sit down and discuss this with you. I have not seen this analysis. I would like to pursue this. I think this was a policy that was adopted with the rule assessment, that has not been tied up, and I saw value in it, and I would like to be convinced that we don't need it any more, or that if we do need it, how it could still come into play. I wasn't proposing to lay any onerous requirements on land owners that they don't already have. Related to that, is the Golden Gate Area Master plan policy 1.3. In the EAR, I feel that deferring resource protection to the policies that are in other places in the comp plan are inadequate, and I thin there needs to be some better policy consideration for North Golden Gate Estates. I'd like to see the Golden Gate Area Master plan restudy. This particular area was brushed aside, and to defer all of those policy questions to other parts of the plan, and I think that the North Golden Gate Estates area merits more location specific policies. I'm thinking of wetlands and listed species in the Eastern areas of the space. I think we need to take a closer look at what policies could be very beneficial for the resources that are out there, and the EAR should reflect that. Robert Murray: I'd like to return to the smart growth question you raised. I think David Weeks can help us, here. I just want to confirm, David, in the activity centers and just outside of them, there are districts and sub districts. Those have call outs for the densities that are allowable. On their own, from an activity center out to one unit per acre, there is a transition, is there not? David Weeks: Yes, there is, but that transition is now more drastic. If the property is in an activity center, that is not in the urban coastal fringe or urban residential fringe, which is the vast majority of the activity centers, then they are eligible for 16 units per acre. If you are outside of that, with the recommended changes now, it means you are down to 4 units per acre. Unless you qualify for the affordable housing density bonus, or unless you Page 72 iNu fg, 2004 are in the transportation concurrency management area, or the TDR, and of course, the existing zoning. Generally speaking the transition now has been based on the recommendation, drastically altered. It is more or less 16 to 4 to 1 to 5. Joe Schmitt says that he has received word that the board room is not available in the morning, but that it would be available on Monday morning. Mark Strain says he cannot be there, but would like to be there to hear his questions answered because he has not been able to ask them for three meetings. He said he'd be willing at S o'clock to make a motion. It is decided to go through his letter and questions Mark Strain: The first thing I want to say is that I really appreciate Randy Cohen and Kimberly helping to put the answers to the letter together, because if it wasn't for their efforts, I probably wouldn't have gotten a lot of responses, and the two of them went out and collected them, typed them up and brought them back. Some of the questions that came back had no answers, so I'll ask them again today. There are some issues that have been brought up that I think need to address this panel. The first one, staff said it was more of an issue of a policy recommendation by us than it is for the EAR, and that is in reference to public hearings in regards to GMP amendments, As we know, the private sector has found that by doing a GMP amendment for a different use on a property, it might be more efficient trying to go through a process in the LDC. While they still need both, there is a lot of argument that says if they've gotten it from the GMP, than it is almost a given when they come here for the PUD. What has happened is tat areas have been rezoned, and neighbors have not been made aware of it until it comes up for the PUD review, and we are told, "Well, you know, the GMP says they can be here." That's a strong argument, and people rare stuck with a surprise, and they are going to get it one way or another. So, what I am suggesting is that for the private sector rezone amendments, or languages that affect the uses of properties that affect the GMP, that those people go through a public notification process. Not, just simply in a public meeting, but that the adjoining neighbors are notified. My question came about as a result of reading the EAR, but apparently it should be a question of policy. So, with that statement... Stan Litsinger: The bottom line on that is correct. Clearly we can do this if the board makes a decision and the County Manager supports it. Clearly there is dollars and staff time involved. Joe Schmitt: I am fully prepared to implement. Once the board says to amend the LDC, I have a staff that handles these types of activities for the comp plan for rezoning. There's no problem. We need the board to recognize that it's brought up by the planning commission, and planning commission would recommend it to the board. If they concur and provide that guidance, the staff will implement. Mark Strain: If we limit it to the private sector, the land use changes, and we don't get that many of these a year. Joe Schmitt: No, it is not overwhelming, and would not be a significant burden Page 73 ly 2004 Mark Strain: If we got to address it separately, maybe we ought to do it right now. Mark Strain made a motion that we recommend a policy change to the Board of County Commissioners implementing public notification for land use changes to a GMP process. Second by Robert Murray. The motion carried unanimously (5 -1). Mark Strain: The next question on the list that I had that did not get answered was the hurricane shelters. There is a whole pile of information in this document that will take a lot of time to discuss. This concerns the lack of hurricane shelters to protect us in the event of a hurricane. Staff has acknowledged in this document that we have a level of protection of the minimum range for a category one storm only. Once we go to category 2, we don't have adequate shelters for them. The range that was picked was the range of people expected to stay is 12 percent to 24 percent. It turns out that we use 12 percent, which is the lowest end. If more than 12 percent decide to stay, they have no hurricane shelter. If we go to a category 2, some of the shelters are in the an evacuation area, so we have even less space. The shelters that we do have— it can't be verified that the meet the wind load criteria that is currently on the GMP. All of this boils up to a big problem with hurricane evacuation and shelters. As far as evacuation, we have an acknowledged failure of level of service on a lot of the routes that are hurricane evacuation routes, and when asked if there has been level of services developed, we have not gotten an answer. It was asked at this public meeting several times. So my question is, and it was asked in this letter, could we consider hurricane shelters an element of concurrency? No response was received. Stan Litsinger: Statutorily, hurricane shelters are not identified as a category A facility concurrency. They are also not identified as an optional facility to identify as a concurrency basis, on the basis to approve or deny development orders. Mr. Summers is out of town, but I will tell you that as a part of his FY05 budget is complete restudy of the entire issue associated with shelters, routes, impacts on service standards, issues associated with concurrency determinations, on hurricane routes and the entire inventory of shelters, in coordination with the shelter standards, including coordination with the school board. All of this is on the menu to be considered. Mark Strain: And, I guess, if they can't be a concurrency element. I don't know, I'll address it further in the documentation with some suggestions that we should strengthen the policies that are suggested through the EAR process. I'll wait until we get there. If you decide to leave, you could be stuck on the road because you can't get out. If you decide to stay, you could be stuck in your home because the shelters are full. I think that's a bad situation for the residents of Collier County to be in. Brad Schiffer: New construction is meeting resistance and wind loads, and everything, I don't see how... Mark Strain: Wind loads and shelters are different things. Wind loads give you a criteria to build to (I think it's 120), shelters are required to be 160, and we are suggesting Page 74 July , 4 r through this EAR process that it be 140. Shelters have additional criteria for life and safety and staying there. For example, you have to have emergency generators, telephones, food supplies, cots, things like that. Brad Schiffer: but what is the intent, to evacuate the whole County into the shelters? What I am saying is that the building code now, the goal is to stay in your unit. Obviously in a low area, they have to evacuate, but... Mark Strain: But the evacuation areas during a category storm are figured at a certain percentage of population. There was a study done that says 12 percent of the pop. will leave. There was a survey done that says 24 percent of the pop. will leave, so the range is somewhere in between 12 and 24 percent of the population will choose to go to a shelter. When they go to a shelter, they will be expecting it to withstand the wind load that shelters are required to withstand. When they get there, many will find tat there is not enough room, and that the ones that are built, no one knows if they are built to the criterion that is in this document. When I questioned someone at the school system, they didn't know. They said some of the schools are older and they may not be to those minimums. Brad Schiffer: But the building code does have factors that are upgrading constantly. Mark Strain: In this book, are the shelters. The facilities that are described as shelters, there are greater than 300 of them, I think there are four out of 6 are shown as schools. Barron Collier is one. Try to find out if Barron Collier has 160 m.p.h. wind load. I think you'll be disappointed with the results. That's my concern. If we send people to BCHS as a hurricane shelter, if the facility meets the codes that we say we want them to build to in these documents. Brad Schiffer: But the building department could be involved in making sure they do. Mark Strain: I have a memo here from the building department. They know the problem, but they say the school system is outside their curlews. Yet, we send everybody to the school system. So now we need to know if the school system is meting codes, and I'm not sure they are, and I can't find an answer to that. That's what brought the question up. Maybe we can get into it and make some recommendations. Beach access. I got the beach and boat access report. It was well done; it shows that they are trying to work with Rookery Bay to get additional shelters and parker. I think there is a greater opportunity there. Rookery Bay through DEP does not have the funds to expand the boat launch facility there for canoes and kayaks. A partnership with them by the County, I know they are currently talking to them, and my suggestion is that they might want to do that to a greater extent. Question concerning the density on the barrier islands, I think staff said that they would want to amend the previous recommendation regarding policy CCME in response to my question, and that they would refer to the minimum density allowed within the appropriate future land use designation in lieu of the way they have worded it now. I went in and checked it, and the language hadn't been changed, because you guys Page 75 _1 h 1611JU , 04 hadn't caught up with all the changes in that document, but I am assuming that when it goes to DCA, you will do that. Stan Litsinger: That's correct, and it's your recommendations and the responses to the questions that are carried forth to the beard based on the board's direction. Mark Strain: Question 5 was the one I went over a bit concerning the reduction in miles per hour. Brad Schiffer: You know, Mark, what the code does, it has importance factors, and it may be taking the 140, and due to the importance factors coming up with the pressures that the old code of 160 would have. Mark Strain: Well, the building dept. explained it to me. The e -mail correspondence on pages 10 -13, I read it. I wasn't concerned about the explanation. I was concerned that the result of the explanation is that we still don't know if the shelters we are sending people to have the right ratings. Now, they may have, but I can't get that information. Brad Schiffer: We didn't get those e- mails, by the way. Can I just read yours? Stan Litsinger: I believe those were put in your transmitted notebook packages. In the attached documents as # 5, e -mail responses. Brad Schiffer and Stan Litsinger discuss the location of the packages Mark Strain: On #6, policy 12.1.10, staff concurred with my question, so they were going to change it. #7, I understand your response there, it's concerning the ability to secure additional right of way, that's fine. #8, I brought a question concerning de minimus impact on roads. Again, my question goes back to Hurricane evacuation. I'm not saying we don't have adequate evacuation if we did the studies, but from what I can determine, we have not ever done the studies to see if the roads, when they are all turned in the same direction, are adequate to evacuate the area. All I am suggesting is that we might want to do that in order to comply with the de minimus requirement of that last section of FL statutes. Stan Litsinger: We, of course addressed de minimus impact relative to deficient roadways in our most recent concurrency regulation, which was before you many many hours and times. Impacts that would otherwise be considered de minimus, would not be evaluated as de minimus, on deficient hurricane evacuation routes. Of course, in the process of the reevaluation of the entire system, through the review of our evacuation shelters... We will look at that again. Mark Strain: Because, according to the backup in this document, in the moth of October, it's estimated that 192,000 vehicles will be hitting the road to evacuate. That's not how many we have here, that's how many would evacuate. If they were to hit I75, Page 76 161lulyA,24, and we turned the lanes all, North, do we have a study that would get us out of here in a timeframe allowed? Stan Litsinger: It has been recognized that we need to continue work in that area. Of course we do have under development a new emergency management response program, in response to the legislation in Tallahassee a few years ago in development. Mark Strain: #9 involved removal of the transit system from concurrency because statute allowed that option to be exercised. In your response, you said that it wasn't concurrency based, and that it should not be removed. Does that mean your response to my question is to leave it alone? Stan Litsinger: I think the response to your question is that transportation system relative to the transit system is not a concurrency issue, however we are required in a transportation unit, to address and reflect capacities and functions and standards for a transportation system should we have one. Which we do. Mark Strain: So, it's going to stay in the element, but are not going to include it as an element of concurrency, is that correct? Stan Litsinger: Yes. That's right. Mark Strain: Is there a reason why, since it's an option in the statutes to allow it to be a concurrent element? It seems to me that that would be advantageous because then you have it ties to current development which may help make it happen. Don Scott: It's in there more from an element of looking at things like increasing headways —there are a lot of things that are taken into account with the transit system. I don't know if it's something we might try to look at. How they might want to address it from a concurrency aspect, but I made the comment back to delete it because it's not in there on a concurrency basis, it's there as something we have to report to the federal agencies on other issues on how the transit system is working, and how we want to address certain routes that need to be upgraded as we go through the budgeting process. Mark Strain: But the transit system is starting to fail. One of the easy we may protect it is to add it as concurrency. I want to make sure that we don't eliminate it to the point that we can't reconsider. I understand the response to the reclaimed border question. We don't have enough of it anyway, so it's moot. #11, the water element is irrelevant because I guess that's off the discussion for today. The solid waste element, taking off water and sewer, is solid waste still a part of discussion today? Stan Litsinger: Of Course. Mark Strain: the last sentence of this response says, "the feasibility study including the pilot project is being addressed by the staff and it is anticipated to be substantially complete in four to five years." I can't understand how are you using this gas other than Page 77 1 6 11 1'l 2 July 15, 2004 blowing it off into global warming, and could we kind of stop doing that? That's not the answer I got. Carbon Dioxide is one of the major elements in the global warming effort, and I thought if we are just contributing to that, maybe we need to just stop. Stan Litsinger: 1 would agree, but I have to tell you that I did not prepare that response. We may have someone here from public works, I'm not sure... Paul Matosh (Director of Water Department): Right now all the gas is currently being burned off in flares, and that's why you got the response that you did. Mark Strain: Right, and I knew that to be the fact, but what I am saying is, can we put something in the air that directs us to explore things that would prevent us from doing that. It's not a good thing to be doing that with the increased carbon dioxide that will be created. Was there a reason that we just couldn't do something that would encourage us to look into better ways of doing it? Paul Matosh: Staff here is studying it. Right now that is the only way we have to eliminate the gas the builds up in the land fill, but we are looking at all alternatives in order to address that. Mark Strain: I hear you saying that but what alternatives are we looking at and how are we looking at them. Everybody is going to say that they are doing something, I don't know how effective they are doing it other than opening up the encyclopedia and saying, Oh, there's another system there." Paul Matosh: Right now we are involved in landfill gas to energy project. We are studying ho to convert that gas to electricity so that we can use it in Collier County. That is moving ahead. Mark Strain: Can we say that in this EAR policy? Paul Matosh: I'm not certain that we want to limit ourselves to only that option or study. Mark Strain: That's even better. I would like to see this EAR policy expanded to indicate that we are positively looking into more avenues to eliminate this gas rather than burning it off into the air. That was what I was trying to get to. Stan Litsinger: I have a possibility of where you may want to go with this, as I mentioned, all these changes, relative to the planning commission's recommendations to include and make changes in the document will go to the Board of County Commissioners. If the recommendation is that we add a policy relative to this issue, as a result of the EAR based amendment, we certainly could take that to the Board of County Commissioners, and I don't believe we would have any objection to that. Page 78 fIjuly 15, 2004 Mark Strain: I'm worried about making a motion, because this is question 12, and we haven't made any motions, yet, so are we assuming that everything else we are not going to move forward with, and only the ones we make motions on, because, I mean.. Stan Litsinger: At the end of discussion on your questions, I would propose that the commission, make a recommendation on inclusion of all of the satisfactory responses and the discussion that we have had in the document that goes to the Board of County Commissioners, including the answers to your questions that staff throughout the County have provided. Mark Strain: I asked a question about affordable housing, and I understand the answer. One question that has come up, though is that if we base the number 500 new units a year on the time and period that the County was in need of so many affordable housing units. A lot of time has transpired. We may need more than 500 units per year now. Has anyone explored that from that relationship? To see if today's housing world, we need more than 500 a year to keep up. We probably do, but are we correcting that? Jay Sweat (Comprehensive Planning): We need an awful lot more than 500 a year. We are working with the Schimberg center at University of Florida. I don't know that we can put our finger on an exact number, all we do know is that we are short based on the forecast for the next 10 years we will be increasingly short, anywhere upwards of about 35 thousand units short. So, I don't know at this point if we can say for a fact the exact number. What we are doing now is producing well in excess of 500 a year. We are going to be working with the University of Florida to up that number. To what number that is, we don't know at this point. We are also looking for direction from the department of the Community Affairs on how we can come about mitigating the increasing need for affordable housing in Collier County. Mark Strain: In the brief version response to this EAR, not going into the backup material, it says that we have that goal and it looks like we are doing really well. The reality is that we are not. It lonely looks that way because we are using the wrong standard. We ought to go back and make a clear announcement that we are meting that goal, but that goal is inappropriate that we have a better goal based on today's standards, but we haven't done it yet. That's what I am trying to say. Robert Murray: I want to get something clear in my mind. Commissioner Quayle had provoked a question in my mind about inventory. Do we have an inventory? Do we keep a list of those residences that are considered to be affordable housing? Joe Schmitt: Just to clarify, we keep a list of those that have been approved for an affordable housing density bonus agreement, and that we are either through that mechanism or through ship deferral and other types of programs, but when you say affordable housing meaning the simple price of a home, no. That is something that the board of realtors does, but that is not something that we go out and do an assessment of. Jay is working with the affordable housing commission, and I think they were looking at that, but we don't go out and do a price break assessment... Page 79 16 1 Jul y 15, 2004 Robert Murray: No, and I wouldn't have an expectation that would be the case. The question for me is we use the word net, and if you have a net, you should have a gross. The affordable housing, I have to assume is the low and the low low income people, as opposed to so called work force housing. Joe Schmitt: Well, we can get into a debate on semantics. What is workforce housing? A doctor at NCH needs workforce housing? You know what I'm saying? We don't have a break point or a criterion for what we call work force housing? We just assume it to be the mid range resident in Collier County who can find an affordable place to live— your school teacher, your fireman, you know you have less than 80,000 type of income. Robert Murray: I didn't intend to make an issue of semantics. I'm trying to understand how we can come to any conclusion of need, especially since there is a statement of using a net. That means that at some point along the line, there was a document that you folks were using, the reason I poke tat question a little deeper, is because ultimately when homes are resold they can no longer qualify as affordable. How can we keep track of that? Joe Schmitt: There are leans and other mechanisms to keep track of that in regards to those homes that are identified as affordable housing under the affordable housing density bonus system, and if they reach a certain maturity and they are sold, yes we keep track of that. Stan Litsinger: There is also a state standard relative to qualification for low and moderate income housing, relative to the annual median earned income, and I believe it is about 35 percent of median earned income should be applied to housing. That is again a analyzed and converted into corresponding rentals and surveys of the community. Joe Schmitt: Bob, the only thing we can do with a policy like this is through our land development regulations promote that a developer come in and build affordable housing. That's the affordable housing density bonus agreement. To establish a goal is one thing, but to make it happen, we need the regulations that would incentivize that program. That is the most significant factor in developing right now, is through the affordable housing density bonus, even if it is 30 %, on a development, that truly becomes a true example of inclusionary zoning —we have a partial development of 20 -30% affordable housing, and it is indistinguishable which unit is affordable and which was not. It's a good program, and that's all we can do is continue to promote that density bonus to incentivize developers to use that bonus to get density. You will see a couple more come in shortly, unfortunately it's in areas tat we already know are pretty congested, Immokalee Road, 951... Mark Strain: Question 14, about public beach and waterway access. Staff provided a backup about that. There are some discrepancies in the backup, that if we get through it, I will ask fro explanations, but it's buried 4 inches into this pile right now, so I'll pass on it. 415, water quality issue, I was relieved to see that we are using other agencies' Page 80 1611 N2, July 15, 2004 information, It must not be storm water, because if it was, we wouldn't be wanting to use those, so Under #16, talking about the urban development pattern. Robert Murray: On 15, in the response in the second paragraph, "The PCD is required to comply with the requirements listed in Collier County's Water Pollution Control Program Ordinance (Ord. 89 -20). These requirements limit the department's efforts to protect ground water, fresh water, surface waters and other non -tidal water resources from all sources of pollution in Collier County." Limit, does that? Maybe I misread that? Stan Litsinger: Maybe limit wasn't the best word. Maybe define would have been better? Mark Strain: On 16, I talked about benefiting from standalone commercial rezoning opportunities. Part of the response to staff was that on one hand we are providing density bonuses to get rid of commercial, on the other hand we are saying it is policy to create standalone commercial, so in the response, "Such opportunities should probably be limited to neighborhood commercial development — certain low intensity retail uses, and limited office and personal service uses." Obviously, we have gone into the document, but that fact that you have responded that way, does that mane it will get worked in there some was, assuming the Board of County Commissioners approves it? Stan Litsinger: On direction of the planning commission prior to on in conjunction with the presentation to the Board of County Commissioners. Mark Strain: #17 was about grade separated intersections. I found a comment in the document that said intersections with 100, 000 trips per day will qualify, and I think there are a few of those in the county, but the transportation department has indicated that there is a lot of other criteria that will trigger a grade separates overpass, so I am fine with that. #18, the rest... Robert Murray: I understand that there are two points here. In that response to the second portion, it says, "but is not considered a policy," and then in the paragraph below it says, "therefore the language is not meant to be a policy," What would trigger it to become a policy? It's not meant to be or written that way, but it is in there? It's just a plan? We are planning to eventually change it? Stan Litsinger: yes. Mark Strain: That's the balance of my comments from the response to the questions that I had. Russell Budd: Okay, let's summarize that in a motion, what recommendations we want to go forward out of your letter. Just to pick a point... Page 81 N I-, �, I 1 1 July 15, 2004 Mark Strain: Based on the discussion we just had with staff, the various recommendations that they had then and the clarification they have provided to us would be our recommendation to the Board of County Commissioners. Brad Schiffer: There is one thing I would like to look at based on these e- mails. The 160 may have made sense in the old code, but now it is going to add an undue burden to the structure. Mark Strain: I acknowledged that the 140 is acceptable. They responded. I just needed a response. But where do we have 140 in this County? We just don't know. Brad Schiffer: Where are the wind loads 140? Mark Strain: No, where are the structures that can withstand 140? Brad Schiffer: the building department would know that. Mark Strain: Well, no, they don't. They were asked point blank... Brad Schiffer: Well, any church built after 2001... Stan Litsinger: Well, that's part of the analysis that does need to be looked at and is ongoing and has been identified as a need. Mark Strain: But churches are not designated shelters. Brad Schiffer: But they are built as shelters. Mark Strain: No, that's the problem. No one knows. Brad Schiffer: But the code says they are. Mark Strain: But the code that they were built under may not be the same code we have here today. Doug Fee: I'd like to comment on one of Mark's questions, #4, policy 10.3.8 on page 1.5.F.31 requires that development density on barrier islands be restricted to the lowest density in the FLUE. His question says, "staff would like this clarified to mean "4" units per acre... the lowest density in the FLUE is 1 unit per 5 acres, how is 4 nits per acre consistent with the lowest density criteria ?" The general policy is on page 1.5.F.28 reads "undeveloped coastal barriers shall be maintained primarily in their natural state, and their natural function shall be protected, maintained and enhanced." Then, underneath that, "Collier County recommends that this objective be maintained, but specific enabling policies be revised." So, obviously, what we are asking in here under 10.3.8 requires the development density on undeveloped coastal barrier systems shall not exceed the lowest density provided in the future land use element. Collier County recommends the actual Page 82 1611 A3 July 15, 200 density be listed in this policy, which is currently 4 dwelling units per acre." We are concerned that this is significant increase. I think what mark is raising is tat it is one unit per five, which I think is more conserving, but if you go to 4 units per one, how are you then meeting the objective of leaving tern in their natural state? The other thing I want to raise is in policy 10.6.1,. in the same area, it reads, "in addition to those applicable policies supporting objective 10.1.2.3.4.5, development within the County's coastal zone, shall also meet the following criteria. Densities on the following undeveloped coastal barriers shall not exceed one unit per 5 acres, and it lists 5 areas. Those are policies that have been in there for awhile, and they do limit 1 per 5. I'm just raising a point that we wouldn't be in support of going o a density of 4 to one. We would like to leave it at the lowest density which is 1 to 5 in the barrier islands. Mark Strain: In response, when staff came back, they are suggesting that we do change it as a result of the question, "would refer to the minimum density allowed within the appropriate land use designation as shown on the county wide future land use map." You just read that as one of the 5, so wouldn't that put it back in... Doug Fee: To me there is a conflicting policy already in there. If you are changing 10.3.8, there is another policy you would have to look at. Mark Strain: You know what, the utmost authority on this is sitting in the audience. If he's just come up and help us on this. David Weeks: Staff's position on this is that the future land use element dictates what density is allowed, and it depends on what the designation is. Many of these coastal barrier islands are designated conservation. Think of Key Waden for example. That designation allows one unit per 5 acres. There's no change in that. However, there is the reality that there are some coastal barrier islands that may be designated urban, and if tat is the case, that is where that 4 units per acre would be applicable. It would be another circumstance if we don't make a change— where we have a CCME policy that says your density is one unit per 5 acres, yet the future land use element tells you something different. Mark Strain: Do you know of an example where the urban designation might be on a barrier island? I think you are saying where it is already acknowledged it's urban area, that's where you are saying the FLUE says you can have the density. Maybe we already have that and it isn't an issue. If we change the language as you are suggesting, rather than just change it to a blanket 4 units, it could pose a conflict with the conservation portion of the... David Weeks: That's correct. We simply should just defer to what the land use element allows, recognizing that there are different designations and therefore different densities allowed. Mark Strain makes a motion that would forward the series of questions and responses with the comments provided today by staff and others to the Board of Page 83 16 11 Au Y , 2404 . County Commissioners for fmal approval. Second by Lindy Adelstein. There being no discussion, Russell Budd called the question and the motion was approved unanimously. (5 -0) Mark Strain: Roman Numeral 10 in the binder, "staff evaluation and appraisal report." There's a paragraph at the end of the page talking about a state recommendation between a distance '/2 mile between cites of beach access. I don't understand what that meant. How is the park maintaining lesser density? Stan Litsinger: I think it refers to the land on which the beach access transverses. Mark Strain: It's owned by the state park, though. It doesn't have any density related to it. Stan Litsinger: Correct. Mark Strain: So they are not maintaining it. On page 1.5.A.7, 1.4.4 it talks about evaluating facility capacities for cat. A facilities. Are they saying that only the elements of concurrency are A, or are their other things that can be category A in which to evaluate post development? Stan Litsinger: From the standpoint of concurrency provides category A facilities and it also provides for public schools. Other than that the standpoint of approval or denial on a development order on the basis of facility capacity would be an issue of hurricane standards. There are no statutes for applying this as a concurrency rule. Mark Strain: So, in order to be a category A, you have to e subject to concurrency? Stan Litsinger: That is correct. Mark Strain: Page 1.5.C.1.6, the red correction added to the last paragraph. Where is this 400 foot corridor? It just didn't ring a bell. Stan Litsinger: I'm sorry; we don't have staff here who developed that modification. Mark Strain: Why was it added if we don't even know what it is? Joe Schmitt: It's dealing with the water and sewer district and part of Tim Deloney's staff.. . Mark Strain: Well, maybe we can figure that out. If it's in there for a genuine reason, fine, if it isn't, I just didn't see what we were talking about. On page 1.56.2, policy for historical flow ways and the use of these flow ways to control runoff into the estuaries. Certainly that is going to factor in to the watershed management plan. If that didn't happen, and just looking at policy 1.1.4, when they talk about restoring historic flow Page 84 1611 N3, July 15, 2004 ways, are they talking about the location of them, their volume, or their outfall potential? Does that need to be defined? Do we know? Stan Litsinger: I would say no, sir, we don't. Mark Strain: I would say in order to make that policy effective do we want to decide which one of those we should be looking at? If you look at them all you have a much broader problem? Stan Litsinger: How about if we concur and have staff look at that prior to the Board of County Commissioners meeting and see if a modification is needed. Mark Strain: Page 1.5C.4.2, we talk about current waste collection service. They are preparing an RFP document that will be effective in Sept. 2006. I believe that one we currently have was from 1998 -2003. How do we get from 2003 to 2006 if we don't have anyone doing it? Stan Litsinger: I can't confirm when the existing contract expires, but we do know that we are of course sending it out for RFP again, and that the effective dating of the new contract would being in September of 2006. Joe Schmitt: That's going on right now, and I would have to ask Paul, he' the only one from that division... They are in the preliminary discussions with waste management. Mark Strain: I know that from the paper, but all I was saying is that expires in 2003 and the new one starts in 2006. Stan Litsinger: We may need to reconcile the dates on this policy... Mark Strain: On the next paragraph on the same page you talk about replacing requisite transfer stations with recycling centers. What are we doing with that? Do we no longer need transfer stations? Randy Cohen: It's more of a name change, than function. Joe Schmitt: In fact, that is right. They want to put recycling... Mark Strain: Isn't this the issue that is going on with the stake holders' group to discuss that Collier County should be the lead agency in regards to species and things like that? Stan Litsinger: That is in fact the subject of the stake holders' group which is charged with reporting back to the Board of County Commissioners in November in what direction we will go forth. Mark Strain: If we submit this to Tallahassee with this language that says we really met the objective, how does that affect the outcome of the stake holders' group? Page 85 1611 A3 July 15, 2004 Stan Litsinger: I think that the stake holders' group and what direction we go in regards to the listed species issue is independent of the EAR reporting on the Comp plan as is currently in place. Mark Strain: The stake holders' group is saying that we did not met that goal, other wise they never would have been formed. Page 1.5.17.10, policy 3.2.3, why was it recommended in the first place? Why was it not done? And no why is it deemed unnecessary? Stan Litsinger: We can try to resolve that prior to the Board of County Commissioners Mark Strain: I'm assuming that someone felt this was necessary, but we never did it and now we are saying we never needed it at all... Stan Litsinger: I believe this policy has been in there since 1989. Mark Strain: Page 1.5.F.14, irrigation. The County Public utilities division has a limited capacity to provide the treated waste water that can be consumed by gold courses. Are we deep well injecting? If we are, couldn't that be put to better use? Paul Matosh: We are only deep well injecting when the demand for reclaimed water goes below what we are producing. So, it is only a secondary method for disposal. Mark Strain: Don't we have an overabundance of people that want affluent... Paul Matosh: But not at certain times of the year. When we are all standing knee deep in water, no we can't get rid of it. Mark Strain: Even the required affluent storage requirement... where they had to store a certain percentage of what they took in so you'd have a place to put back.. Paul Matosh: That is correct. We store it everywhere you can. Sometimes all the storage fills up and we have to use deep well. Mark Strain: Page 1.5.F.39, policy 12.3.2 It states that after a hurricane that necessitates an evacuation the Board of County Commissioners shall meet to hear preliminary damage assessment. This will be done prior to the reentry of the population." Does that meet the sunshine law? I take that to be deleted? Stan Litsinger: I guess if we notice the meeting that there is no one in town... this is a classic conundrum. Maybe we need to look at the wording there, but we certainly need to have a provision for emergency meetings prior to population. Mark Strain: Page 1.5.112, the third paragraph titles "objective achievement analysis." "Also, the County recommends broadening this objective to apply to "working class Page 86 families " ". We have affordable housing, working class families." Do we define this? 1611 1134 15 do July , work force housing, and now," housing for Stan Litsinger: I think the proper wording would be work force. Mark Strain: Could this be changed? Stan Litsinger: Yes, to what we have defined. Mark Strain: Page 1.6.12, it's a listing of all Florida statutes that came into effect since the last EAR. # 8 hits on what I already asked here today, it says the Collier County management plan is consistent with this requirement, but we don't know if we are consistent with 1.6.3.31.80 without knowing if we have a hurricane level service issue. I brought the statue with me and it addresses... Stan Litsinger: It addresses de minimus and relative to the definition on impacted roadways, 110% of service level, and also of Hurricanes evacuation routes and provides for single families. As you know in the past year we have submitted 2 major comp plan amendments associated with changing our concurrency system under this statute. The issue was raised recently, and our response and comp plan amendment change and additional language in relevant to hurricane evacuation impact was found to be compliant. We are currently compliant with the1999 change on that matter. Mark Strain: In section 2.1, item 2.15, one thing that changes with this subsection, in the prior up to this point, staff would look at each policy and evaluate how will it had worked. From here on out, they don't do tat. I am assuming that the restatement means that you want to keep the policy. Stan Litsinger: In this area, anything relative to transportation, the technical circumstance that we found in our preparation of the EWAR was, what is the cutoff day? In a lot of these cases we have included in the EAR policies that we have just amended in the last year. So, at this point to say that we have been successful, we would need to modify these policies again, and we don't really have any analysis to make on those at this time. Mark Strain: You are recommending that these stay put. On page 2.1.5, policy 1.5.3, (he quotes) Why is that an element of concurrency achievement for the transportation level of service? Stan Litsinger: It has to do with availability. Those two policies that are referred to as conditions of concurrency are in the ground or under construction. Mark Strain: So it isn't, "or ". Would it be better to say, "and "? If you have a water line tat doesn't mean that from transportation's viewpoint you are concurrent, you have to have a waterline and the other issues of transportation. Page 87 1611 A3- July 15, 2004 Stan Litsinger: Maybe "standards" could be confusing there whether you are talking about water and seer or you have the condition of leaving in place as under construction. Those two clearly apply to any of the five facilities, so we look at specific conditions relative to transportation, and several of the others. Stan Litsinger: Is the recommendation that we look at different language? Mark Strain: I don't know enough about it to recommend any changes. It just doesn't read simply. Mark Strain states that he doesn't want to bring all those present back to another meeting to hear his questions. He decided along with Stan Litsinger that they can handle his questions privately. Brad Schiffer made a motion to forward to the Board of County Commissioners Second by Lindy Adelstein. Being no further discussion, Russell Budd called the question and the motion was approved (4 -1) Old Business: Mark Strain: If you all recall last time we met and I brought my notes, we had an issue with the RT park up on the Lee County line. We had a lot of discussion and we made some motions and stipulations. Apparently the way the two parties that were here interpreted it differently. They want to know what we really mean when we said we wanted to restrict the hours. I went back and looked at the notes I had from that meeting, and I showed them earlier today to one of the staff members that was involved in it, and I'll read it to you. The question comes about as a result of them moving two commercial pieces together on the TR track on the North side. We put some stipulations together so that the hours of operation should be restricted to 7 -7, which we approved. Apparently someone thinks that we didn't say B, that we said A & B, and that the hours of restriction lie in both parcels. I don't recall that discrepancy. They only thing I can rely on is why my notes say, and they say hours of operation on B. The land owner asked that we bring this up and getting a clarification, so that this issue... I wanted to ask this board what they remember about it. Brad Schiffer: I remember, Mark, that it's only the one we pulled up behind the other one. Mark Strain: One faced the frontage on the road, and it didn't seem logical to have to restrict that. The one further in did, and that's why I believe the notes are written that way, but I want to make sure that as a concurrent... Lindy Adelstein: That's my gut feeling too that that's what we did. Page 88 1611 A3 1 15 July , 2004 Mark Strain: As far as the record goes, it is our thought that the hours of restriction were for parcel B, not parcel A & B. Stan Litsinger informed the commissioners that they would receive an updated copy of the EAR when it was approved by the Board of County Commissioners and sent on to the state. They were requested to leave their copies behind as the County could find use for them. There being no further business, the meeting was concluded at 5:15, pm. COLLIER COUNTY PLANNING COMMISSION Chairman Mr. Russell Budd Page 89 1611JA;3004 TRANSCRIPT OF THE MEETING OF THE CO LIER COUNTY PLANNING COMMISSION ill Naples, Florida HMag July 22, 2004 RECEIVED Hommi"g (jo AUG i 0 2004 I to Board of Caunt y Commissioners LET IT BE REMEMBERED, that the Collier County Planning Commission in and for the County of Collier, having conducted business herein, met on this date at 5:05 PM in REGULAR SESSION in Building "F" of the Government Complex, East Naples, Florida, with the following members present: ALSO PRESENT: CHAIRMAN: Russell Budd Mark Strain Lindy Adelstein Paul Midney (Excused) Kenneth Abernathy Brad Schiffer Robert Murray Robert Vigliotti (Excused) Dwight Richardson Patrick White, Assistant County Attorney i °ES01. Corres: 16111 July 22, 200 9 1. Chairman Russell Budd called the meeting to order at 5:05 PM and the Pledge of Allegiance was recited. 2. Roll Call- a quorum was established with Mr. Midney, and Mr. Vigliotti being excused. Russell Budd: stated we are here for a super scriveners ordinance and our presentation by Mr. White. Presentation — Patrick White Assistant County Attorney Patrick White: Good afternoon commissioners, Mr. Chairmen. Assistant County Attorney, Patrick White. I believe I will be giving pretty much all the presentation today. Russell Webb, who I want to thank personally and publicly for his efforts in this effort and others related to it. Is currently occupied with the DESAC LDR sub - committee working through the cycle two provisions that you will be seeing in a couple of months, I think. Maybe even next month, I'm not sure. But, be that as it may, tonight's business I have to begin with the housekeeping matter. I have reviewed the affidavit of publication for today's hearing, find that its legal sufficient for the meeting to proceed. At this time I am going to turn it over to our minutes taker for record keeping purposes. Thank you. Probably a quick summary of why we are here would be easiest and best for us. The first reason is July 27; the BCC will be hearing this ordinance. At their June 22 meeting they continued one of the elements of the three things tonight that are to be discussed. First of those was the political science provision. They continued that forward for their meeting and as result it's in this ordinance for consideration by the board. You have previously acted on that and I don't believe there are any changes to it so it ought go through without comment, but its still part of the ordinance. The second matter has to do with that is section 7 of the ordination. And that deals with charitable solicitations and the still existing LDC section 2.1.15. That is in this ordinance as the second element because of the board's action on June 22 with regards to charitable solicitations and their desire to change the rules in that regard. In order to do so prior to the effective date of the UDC ordinance that was adopted June 22 also, but not effective until September 27, we had to make a change to the still existing LDC provision in 2.1.15. So that it would harmonize and fit with a change that will be made to the code of laws as you can see in the reference in the amending text. That will deal with charitable solicitations and road rights of way. That is scheduled for next Tuesdays BCC consideration. Thirdly, the real reason we told you we would be coming back to you this month, was to address any scriveners errors that we had found in the intervening days and weeks. That is the bulk of this document. They are in strike through underlined format. I don't believe that any of them that are truly substantive. But with that said I still want to give you all the opportunity to ask any questions that you may have about any of these three elements. And more so just to remind you that at some point if they are favorable you would make 2 1611' A3 1 July 22, 2004 a finding that they are consistent with the comprehensive plan and a recommendation for approval to the BCC. They are meeting this Tuesday July 27. I believe that's all of it that I have. I certainly can give you an update on the other pieces of where we are with amendments to the regulatory fabric of which this is a piece, but I prefer to do that unless its part of your questions after we taken the official action on this ordinance. Mr. Adelstein: Asked, is the only changes in here the red lines, everything else stayed the same is what we got by e -mail? Mr. White: Yes sir. There are some things that seem to be substantive, substantial changes in red because of the way that you are limited to highlighted text in blocks in some of the tables. Mr. Schiffer: Patrick, this is the final use table? The concern I have is some of the uses aren't allowed. For example, on the first page barber shops and colleges aren't allowed anywhere. If you go through it there are a lot of columns safety isn't allowed anywhere. Mr. White: I'm assuming that we have given you all of the pages in the table. Alphabetically starting with B running through to whatever the last one. Mr. Schiffer: Yeah but with the first one barber shop or colleges and beauty shop or schools there not permitted anywhere. Biking trails are only permitted in conservation areas. And it says a blank cell is prohibited. So it's actually prohibited in every part. Mr. White: There may be some better explanation for that then the fact that they are prohibited because they don't show anything in a cell in this document. If they were struck through here and there was no other cells with any P's in them. Then I would say yes, that was the intent. Were not changing anything in these. What I'm going to do is real quickly, while hopefully any further questions come forward see whether we've... Mr. Schiffer: There is some, contractors are prohibited everywhere. Mr. White: I saw that. Yes. Mr. Schiffer: Engineer and accounting is only allowed in the Bayshore mixed use overlay area. Mr. White: Certainly one of the things we were intending to do as to any use for which there was no permissible use. I think the other explanation may be that this is the same list that exists for the accessory and conditional uses. I guess when we get it published and hard copied you probably can get those removed that truly do not have a permissible use in any district. Mr. Schiffer: I mean open space is permitted everywhere isn't it? The scary thing about this chart is the blank being that it is prohibited. 3 1611 A03 July 22, 2004 Mr. White: As a use. Mr. Schiffer: As a use. Mr. White: Now there's an open space requirement that's a different creature. Mr. Schiffer: I'm not sure what open space, what the safety is either. Mr. Strain: Another way of saying what Brad's getting at is that if you don't have it allowed in any zoning district you can't be allowed in Collier County, is that? Mr. Murray: That was the question I asked Russell Webb and he said that's not what he meant or he said he had to look at the SIC codes directly. And I thought these were the SIC codes. I had raised that question with him today and he said he was going to check that. Mr. White: I did not get any feedback on that from him. Your table for example starts with barbershops. I can tell you that there are a bunch of uses that exist prior to that in the adopted text and they have through out them P's in various places. I'm looking for barbershops or colleges and although there's a SIC code listed there does not appear as best, I take that back there appears that... Mr. Schiffer: I think the title abstract says that is prohibited in all districts. Mr. White: It appears to me that was something that preexisted in what we adopted as the UDC. And if and fact is inconsistent with what the LBC allowed as permissible uses in various zoning districts. We will have to, because the staff is still going through and doing their checks on these things. Mr. Strain: Well just so you know there is a section called personal services in the back and it's the same SIC code that are contained in that one. Those are allowed in some districts, for example, 7231 and 7241. Mr. White: That is the barbershop SIC code 7241. 1 think what were recognizing is that there are some points that need to be further reviewed and in fact my expectation is that the staff has been directed to make these kinds of changes. Excuse me to review to whether there's a need for any of these types of changes. We know as we have told you before that there going to show up and I'm glad that when they become the first one on the list that it becomes more obvious to everyone's eye. They do come up. Mr. Schiffer: There is a lot. Mr. White: And the other thing that I want to make sure we double -check is that the two lists both that for accessory and conditional is in fact essentially the same alphabetical list, in the left hand column that we're using for permitted uses. And if they are, that may fl 1611 A3 July 22, 2004 explain it. Then we can certainly fix that when we go to publish it by directing municipal code will leave those out for which there is no P. Mr. Schiffer: The other question is Pat, what was the final decision on bold, cap? Mr. White: There's been no final decision. We are at the point where on Tuesday we're going to, I take that back. We just today received signed from the municipal code addendums and addenda to our contract with them. What were anticipating doing commissioner is entering in the contract. One is the element, which is to publish the UDC. We still have a commitment from them September 27. They are providing us in ten point. Which is the size of the existing LDC. Single column formats, a series of a half a dozen or so different styles that they believe are successfully employed in other jurisdictions. Things like italics, bold italics, along that line. What were going to do is come back to this body and those others that utilize the code. Along with the staff and make some choices. We don't have that yet form them. Mr. Murray: I assume also that they will be tabbed. As you go through the book, looking for a 1.05... any given item, you really have to go through every page to find that. Mr. White: The pages will have what is called ears on them. And they will have the corresponding just like on the phone book the names between them. And there will be I believe only chapter tabs. And of course everyone will end up tagging the ones that they routinely use out of their piece. Mr. Schiffer: Reviewing the UDC shows how important using the index is to. Mr. White: The index is one of the things that they needed the most amount of time to work on. Mr. Strain: Pat, on your section 7, 2.1.15, and number 2 says unauthorized roadside sells are prohibited in all zoning districts. How do you be an authorized roadside sell? You got to have a permit or a license? Mr. White: Yes that is a correct statement. And I think that you also have to look at what it is that is authorized in what will be the provisions for charitable solicitations that are coming forward Tuesday as code of laws amendments. Mr. Strain: The next sentence on the same number 2 says no temporary use permit or license can be attained for improper roadside sells that take place while the road is open to traffic. Now I like that because it means no roadside sells, because there is no traffic then they, I mean they can be somewhere where there is no traffic, which is great, but they shouldn't be where there is traffic. But then why do we have roadside sells? Mr. White: I think that there maybe some other vehicle for approval. Not to make a bad pun, but the idea is that you can't get a TUP or some type of a license to do these things. They have to be of even shorter duration than that. You may be able to get a permit that 5 16 ljuyA, I_ authorizes you to do so. That is what I understand is intended in the cited provisions in number 3 that is the code of laws references. Mr. Strain: So number 2 did not intend not to allow it. I was hoping it did. When we drive and stop at a light, someone could just stand there in the median selling newspapers. Mr. White: No, the intended effect is to preclude those types of activities. Mr. Strain: What activities are allowed? Mr. White: Only those that would be authorized in the cross - referenced piece of 26 -1, etc chapter 26 code of laws. Mr. Strain: So I would have to pull that code up to figure out? Mr. White: Yes the only things that will be allowed in these provisions are things involving selected charitable organizations. Mr. Adelstein: Asked, page number 37 of 50 and 38 of 50. Are those additions or changes? Mr. White: The additions I believe are in the footnotes. You are seeing the added note. Other than that I don't believe there are any other intended changes. I'll note for your better understanding that the footnotes that are in there are, when there published going to be numbered in a way so that repetitive footnotes will have the same footnote number or character. Mr. Budd: Other questions? Mr. White is there a format for public input? Mr. White: Certainly there is. Assuming know one had questions about section 8. Mr. Schiffer: There's not anything in there about docks is there? Mr. White: Not that I'm aware. Mr. Budd: Is there anyone from the public that wishes to address this item? So if there are no further questions for the planning commissioners do we have a motion? Mr. Murray: I would move that The Planning Commission would adopt these scriveners' errors ordinance 2004 as presented and forwarded to The Board of Collier County Commissioners on July 27, 2004 for their approval. Mr. Budd: Do you further find that consistent with the comprehensive plan? Mr. Murray: I do. July 22, 20h 04 Mr. Budd: And a second? Mr. Aldestein: I do. There being no further discussion on the motion, Russell Budd called the question. The motion carried unanimously (7 -0) Mr. Budd: Is there anything else this evening Mr. White? Mr. White: That depends upon you gentlemen. I could give you a brief road map into the future where were going in particular in respect to the pieces of what were the LDC and that are not going forward in the UDC. To take a few minutes, specifically on Tuesday again we are going to ask the board to consider and hopefully adopt an ordinance that we call omnibus ordinance. It is intended to take pieces of the previously existing LDC that you remember from appendix H the table that talked about where all the LDC previsions went in the UDC. There were a series of them that we identified for you that are going into the code of laws. In fact that's what we're going to be doing on Tuesday is bringing forward to the board an ordinance that takes all of those pieces that were intended to go in the code of laws and inserts them in the appropriate chapters, articles, and sections of the code of law. That leaves us with just a small portion of previously existing regulation that is intended to come forward hopefully before the 27th of September as administrative code or construction code types of items. Were anticipating training for the staff and members of the public and the regulated industry that are interested. In the interest of everyone's time, were looking at having essentially two staff training sessions the mid to early part of August. From that, those folks who came to be best able to are going to be tasked with the training of the members of the public and the regulated industry. I want to make sure that we give them the best training and in fact we have taken the power point presentation that you folks had seen and adjusted it so that it can be used as a training tool. It is kind of an overview of how the UDC works. This is so folks will have the same body of knowledge going forward with what it is that were attempting to do and how were trying to do it. Then what's left is learning where what it was you knew existed can now be found. We are still looking at September 27. I think we will be able to do that. The big thing is we're all hoping for in this process is that we will have digital versions of all of this documents. Both the LDC and the code of laws available based upon the contract amendment that we are working with municipal code. Mr. Abernathy: Asked, you in vision that training folks like us will take one day or two or have you even got to that point? Mr. White: We are going to see how long it starts taking us when we do it with staff. It is going to be our own training ground for the training process and what will do is start scheduling enough of them so that hopefully we will get people in consistent with their schedules. And not make them too long. There is so much regulatory fabric that anybody can wear at one time. 7 July 22, 2004 Mr. Schiffer: Asked, anybody who is using the codes, will they have to buy both of the codes? Mr. White: Yes, absolutely. I think that owning digital versions of both code of laws and ordinances and the LDC are going to be the bookends on any practicing professionals library. They are going to be on your computer, on software program that have a lot of tools that make it seem like its your own personalized code. Plus they are word searchable. Mr. Strain: Stated, for the training sessions that you are having, all of us may not have all the times available that you may offer. Mr. White: I don't think that the division administration administrator will have problem with you going to the staff dates that are available. My view is that all of the advisory committees are more staffed than any of the other things that will look at. In terms of them being members of the public or the regulated industry. All things considered I think that is fair. You just have to recognize that it's a training program for us too, who are doing the training. I guess the idea is if you are willing to offer us some constructive criticism we will be glad to take it. Mr. Budd: Any other business Mr. White? Mr. White: No sir, just that the board will consider this for final action on Tuesday, July 27 at 9:00 AM. There being no further business, the meeting was concluded at 5:15, pm COLLIER COUNTY PLANNING COMMISSION Chairman Mr. Russell Budd Fiala Halas I z, Henning August 5, 2004 Coyle Coletta TRANSCRIPT OF THE MEETING OF THE RFCEJVf-0 COLLIER COUNTY PLANNING COMMISSION 4UG 2 4 2004 ward of t,.ounty Commissioners Naples, Florida, August 5, 2004 LET IT BE REMEMBERED, that the Collier County Planning Commission in and for the County of Collier, having conducted business herein, met on this date at 8:30 AM in REGULAR SESSION in Building F of the Government Complex, East Naples, Florida, with the following members present: CHAIRMAN: Russell Budd (Absent) Mark Strain Lindy Adelstein Paul Midney Kenneth Abernathy Brad Schiffer Robert Murray Robert Vigliotti (Absent) Dwight Richardson (Absent) ALSO PRESENT: Ray Bellows, Planning Kay Deselem, Planning Mike Bosi, Planning Marjorie Student, Assistant County Attorney :,c. C'C' t'T(s: 1) I(11: C � L- -Z Itc, M# ) ( Lzf)1R3 1611A 3. t August 5, 2004 1. Mark Strain called the meeting to order at 8:34 A.M., and Pledge of Allegiance was recited. 2. Roll Call was taken by Commissioner Strain and a quorum was established. 3. Addenda to the Agenda Commissioner Strain advised that he had to abstain from voting on the issues pertaining to the Waterside Shops (Agenda items 8D and 8E) due to a potential conflict of interest. The county attorney's office has recommended that he does not participate. That would result in only four members remaining to hear the petition. Margie Student confirms that there would not be a quorum for the items in question. The commissioners present could vote on a continuance of those items. The Commissioners can address the issue when they reach items 8D and 8E on the agenda. Ray Bellows announces that agenda item 8A has been continued indefinitely. Also, under New Business, please add a discussion for a possible future workshop to be held on October 28th. Also, please add a discussion for access to the County Web Site under New Business. The agenda items 8D and 8E are reversed and should be corrected. 4. Planning Commission Absences Commissioner Adelstein may not available for the next meeting in August. 5. Approval of Minutes — July 1, 2004, Regular Meeting Mr. Adelstein moves to approve the minutes; Mr. Murray seconds. Motion carried 5 -0. 6. BCC Report — Recaps — June 29 -30, 2004, Budget Workshop Mr. Bellows: The board of zoning appeals approved variance BA -04 -AR -5798, the Adam's variance by a vote of 3 to 1. The Board of County Commissioners also approved PUD -03 -AR -4046, Hibiscus Village. Mr. Strain asks if the EAR recommendations for public advertising on GMP amendments on private parcels for re -zones were discussed. Mr. Schmitt confirms that it was discussed and they are working on amending the LDC to include a public meeting for a privately requested comp plan amendment. 7. Chairman's Report — None 8. Advertised Public Hearings A. Petition: CU- 2003 -AR -4978, Julio Del Risco, represented by Pamela Stewart, Esq., requesting Conditional Use 6 of the RMF -12 zoning district for a Group Care Facility to provide lodging, food and care to not more than 12 residents who have mental disabilities, as specified per Section 2.7.4 of the Collier County Land Development Code. The property is located at 4470 Golden Gate Parkway, further described as Lot 16 and the 1611 A August 5, 04 west 1/2 of Lot 17, Golden Gate Unit 3, Block 81. The property is in Section 27, Township 49 South, Range 26 East, Collier County, Florida, consisting of .34± acres. (Coordinator: Robin Meyer) THIS ITEM HAS BEEN CONTINUED. B. Petition: PDI- 2004 -AR -5337, Long Bay Partners, LLC, represented by Anita Jenkins, AICP, of WilsonMiller, Inc., requesting an insubstantial change to the Mediterra PUD Master Plan as adopted through Ordinance No. 01 -61. The map change consists of the removal of the entry road connection to the Future East -West Livingston Road at the southeast corner of the property and changing the Village Center (VC) designation, east of north -south Livingston Road, to Village Center (VC) or Residential (R) designation to allow for the option of residential development. Mediterra is located within Lee and Collier Counties; however the PUD jurisdiction applies only to the property located in Collier County. The Collier County project site is located in Sections 11 and 12, Township 48 South, Range 25 East. (Coordinator: Mike Bosi) Disclosures: Mr. Strain was contacted by the petitioner's attorney asking if he had concerns or questions. Mr. Strain did not have any at the time and advised that he would wait to see what is discussed at the public meeting. All those testifying were sworn in by Mr. Strain. PETITIONER Anita Jenkins indicates locations on the display map. We are proposing two changes. One eliminates an access point on the future east -west Livingston Road. The other change adds the option of a residential designation. QUESTIONS Mr. Murray: I thought this was an elimination of the VC designation. Ms. Jenkins explains that it is not an elimination that the VC designation remains and residential is added. They are asking for the designation to be VC or R. Mr. Murray asks about the wording "the map change may potentially eliminate the commercial intensity of the PUD." When Mediterra sought the VC designation it was to provide the intent was to provide amenities and services, has it concluded that this probability will not be there? Ms. Jenkins explains that it was first approved with the VC designation and it had been marketed since then and the market is not there to support the Village Center use. Commissioner Schiffer has arrived. Ms. Jenkins: It was brought to our attention that the change was "VC or Residential." We would like to request "VC and/or Residential" so that there could be a mixed use designation there, if the market would support that type of development option. We discussed this with staff and they support it. Mr. Adelstein: Will the land use option be selected and, if it is, are you going to lose 20,000 square feet of commercial? 3 1611 Ail August 5, 2004 Ms. Jenkins: That's what we are discussing now by adding the and/or for some type of missed use project in that 3.5 acres. STAFF Mike Bosi reports: • According to the 10 criteria this qualifies for a master plan insubstantial change. • They would lose all of the 20,000 square feet of commercial uses if they chose residential over commercial (as opposed to the "and/or" option) based upon the develop standards within the commercial section of the Mediterra PUD. • Staff would recommend approval even if the "and/or" is added. QUESTIONS Mr. Murray: If the designation is changed to residential are all the commercial uses lost? Mr. Bosi: Yes, if it is designated strictly as residential all of those uses go away. They could still develop these options until they platted it as residential. Mr. Strain: Could the recreational portions still be allowed or do we have to use VC, Residential or Recreational just to be safe? Mr. Bellows: Any residential tract is available for recreational facilities. The PUD allows for recreational facilities in other residential tracts throughout the PUD. It would be common to the whole development. It would have to be changed to "and/or" to allow for both uses to occur on the tract. Mr. Murray: If we were to go for the "and/or" option, could we stipulate that those amenities remain regardless? Mr. Bellows: We are dealing with the Master Plan change. We are not changing text in the document so it makes it more difficult and problematic to start switching out uses. Mr. Bosi: On the development part east of Livingston Road, you will see there are a couple of recreational open space tracts within that development PUD and those types of uses that were a part of the Village Center are eligible within those individual tracts. This area would not be devoid of the opportunity for this type of development. Mr. Murray asks if there will still be the option to develop recreational amenities if the "VC" designation is not used. Mr. Bosi: They would not lose the opportunity to have traditional recreational amenities that are provided to residential tracts throughout the county. Mr. Adelstein asks for clarification on the square footage for the designations. Mr. Bosi confirms that there are 60,000 square feet of non - commercial use within the Village Center designations and 20,000 square feet of allowed commercial. As it is written right now, if they chose residential, there would be no commercial in this PUD. 1611 k;t S 2004 Mr. Midney asks to confirm the maximum number of units. Mr. Bosi confirms that the maximum number of units is still 750. This is just a request to change the master plan. The intensity of the residential units will not be altered by this request. Margie Student confirms that the Commission can amend the wording to use "and/or" without re- advertising. Mr. Bosi adds that the "and/or" option gives the developer greater flexibility and also gives the residents' a small component of commercial presence in the development, which they have expressed interest in. PUBLIC SPEAKERS -None Mr. Adelstein moves to recommend approval of PDI- 2004 -AR -5337 to the Board of County Commissioners. Mr. Murray seconds. DISCUSSION Mr. Strain: Would you recommend that we stipulate that the words "and/or" be used in lieu of the word "or "? Mr. Bellows reminds the Commission that this is an item that the Planning Commission acts on, that it will not be forwarded to the Board of County Commissioners. Mr. Adelstein amends his motion to recommend approval and stipulate that the words "and/or" be used in lieu of the word "or." Mr. Murray agrees. Motion Carries 6 -0. C. Petition: PUDZ-2002-AR-341 1 , Carl M. Nagel, Managing Partner of CDN Properties LLC, and Thomas Craig, of Craig Construction and Restoration, Inc., represented by Robert J. Mulhere, AICP, of RWA, Inc, and R. Bruce Anderson, of Roetzel and Andress, requesting a rezone from "A" Agricultural to "PUD" Planned Unit Development for a project to be known as Nagel -Craig Business Park PUD to allow a maximum of 417,000 square feet business park land uses in buildings not to exceed 42 feet in height. The property is located on the west side of Collier Boulevard approximately 1/4 mile north of Vanderbilt Beach Road, in Section 34, Township 48 South, Range 26 East, Collier County, Florida, consisting of 37.5 ± acres. (Coordinator: Kay Deselem) Disclosures — Commissioner Murray had a conversation with Mr. Anderson and met with the attorney for the Ad -Hoc committee and two representatives of the Ad-Hoc Committee, Mr. Calabrese and Mr. Lewis. Commissioner Strain has had discussions with Mr. Anderson, Tony Pires, Mr. Wellekens, Mr. Bush, Mr. Calabrese and a member of the Golden Gate Estates Civic Association. All those testifying were sworn in by Mr. Strain. PETITIONER Bruce Anderson: We are requesting a re -zone from Agricultural to a Business Park PUD. You may recall that the Planning Commission originally heard this application and unanimously recommended approval on January 15, 2004. The purpose of today's hearing is to correct a public hearing advertisement error that was not 1611 NRAugust s 2 004 discovered by county staff until after the January 151h hearing. The advertising error was a failure to include reference to the 42 foot building height request which was heard and approved by the Planning Commission at the January 15th hearing. The 42 foot building height was requested to provide architecturally interesting buildings as opposed to a flat roof. The building heights would be capped at 35 feet when located within 100 feet of any residentially zoned property. A representative of Vanderbilt Country Club spoke favorable of the meetings held with representatives of the developer. Several of proposed land uses were removed from the PUD and numerous conditions were added at Vanderbilt Country Club Homeowners Association's request. At some point, after the January 15th hearing, new representatives of Vanderbilt Country Club Homeowners Association gave my client notice that they did not support the PUD. My client attempted to identify and address the concerns. On May 21St, we held a meeting with several representatives of the Vanderbilt Country Club Homeowners Association as well as their attorney. They expressed some general concerns about some of the uses that were proposed in the PUD. We gave them a list of the uses that were being requested and asked them to identify which ones they had concerns about. On July 6th I received a letter stating that the group had decided to oppose the PUD. We have not received any objections from Wolf Creek, Palermo Cove and Island Walk. Nothing has changed since your unanimous approval other than the fact that the Board of County Commissioners unanimously approved for transmittal a housekeeping amendment to the growth management plan to classify Collier Boulevard as an arterial roadway. Mr. Strain: Were you involved in this project for the first meeting in front of the CCPC? Ms. Anderson: No sir. Mr. Strain: Were you involved in any of the neighborhood meetings that occurred prior to that meeting in front of the CCPC? Mr. Anderson: No Mr. Strain: Were you aware that the residents of the Vanderbilt Beach Country Club were told that the zoning for this parcel was basically a by right, that zoning wasn't an issue, that they could only object to uses and try to negotiate something, that they didn't have a right to object to the zoning? Mr. Anderson: No, by whom were they told that? Mr. Strain: I wasn't told by whom. I was told by representatives after the last meeting, they advised me of this. After the last meeting, a representative came up and advised me that they were told that they could only negotiate for use and things like that, not zoning. I advised him that zoning isn't an absolute right in this county and you have to go through a public process. I just wanted to advise you as you were not here for the last meeting. Robert J. Mulhere: I'd like to speak to that issue for a moment. I've had discussions with representatives from the Vanderbilt Country Club and, at no time did they ever indicate that they heard that from me or any other representative of the landowner. In fact, they indicated that they had not heard that from me or any other representative of the landowner. They did say that was the impression that they may have gotten from staff at a meeting we were not at. We have no responsibility for that misperception on their part, if in fact it was a misperception. Mr. Strain: They didn't claim anyone in particular. I'm just telling you that the circumstances of their information at the last meeting was a different possible light than what was presented. 2 1 6I August 5, 2004 Mr. Mulhere: I understand that and subsequent to that we discussed that issue with representatives several times and advised them that this is a rezoning and you have every opportunity to be involved in the process. (Throughout the presentation Mr. Mulhere uses visual displays and maps to indicate locations and other information.) Both Collier Boulevard and Vanderbilt Beach Road are scheduled to be six lanes in the future. We wanted to develop a public - private partnership to address some concerns due to the development in the area. I am referring to the creation of several rights of way which will not incur any cost to the county or taxpayers. You will have Wolf Road and the loop road which will relieve pressure on this intersection. (map) I think this provides excellent access to this business park. The purpose and intent of the business park district is to provide a mix of industrial uses, corporate headquarters, offices and business professional offices which compliment each other and provide convenient services for the employees within the district, attract businesses that provide value added jobs. It is intended that the business park be designed with an attractive park -like environment with low structural density and large landscaped areas provided for both the functional use of buffering and enjoyment of employees of the district. The business park district is permitted for the urban mixed use designation, the urban commercial and the urban industrial districts of the future land use. The business park is permitted within the area we are requesting. The other issue is that there is another condition that is attached to the business park district that says that the business park district must have direct access to an arterial roadway. As we discussed in our last meeting, Collier Boulevard at present is not designated on the traffic circulation map as an arterial roadway. Certainly, it functions as one. A comprehensive plan amendment has been transmitted to the DCA to amend that map to classify Collier Boulevard as an arterial roadway. Mr. Adelstein: That's the problem I have. The code says that we cannot issue development approval until the time that the road is classified as an arterial roadway. That is not going to happen until September or October. Mr. Mulhere: We put a condition within our ordinance that this will not be in effect until the road is designated. Mr. Adelstein: The code says that we cannot approve it until it has been done that way. It's not a matter that you are not going to do anything until it is, because the code says you can't get it approved until it is designated. Mr. Mulhere: We deferred to the county attorney's office and the staff and they said it would be appropriate to put in a clause that would make this not effective, therefore you can review it. It just doesn't become effective until that happens. If that never happens we never go forward. We really believe that we have addressed that. (This discussion is deferred to Marjorie Student as Mr. Adelstein and Mr. Mulhere are at an impasse.) Mr. Mulhere: There are a number of conditions and restrictions that we are exceeding that deal with landscaping and buffering and open space to make an attractive park -like setting. There are a number of projects that fall within this category, Creekside, although it is a PUD and the Horseshoe Drive development which is actually zoned industrial because it preceded the creation of the business park designation. The intent is to provide jobs and work opportunities. The side impact is that it will relieve traffic because we provide employment here. Many of the employees here will come from the areas around here and east of here and will reduce the traffic for the commute on Vanderbilt Beach Road. That is the Smart Growth concept for locating business parks in numerous other locations throughout the county. Residential being an alternative use, 7 s 1611 A 1. Atigust 5, 2004 it's reasonable to assume that 175 to 200 units could be approved for the same area. That type of use would generate about 1,000 trips per day. (Mr. Mulhere continues to use visual displays to indicate information during his presentation. Here he shows several photographs of the land and the Vanderbilt Country Club from different perspectives.) We agreed to the following at the last meeting: • A higher canopy tree height within Collier Boulevard buffer than was required by code, 12 feet • A greater setback for buildings fronting on Collier Boulevard, 75 feet • A condition that overnight commercial parking had to be in a rear yard and screened if adjacent to a residential use, or Wolf Road, Collier Boulevard or the loop road • Commercial towers would be prohibited in tracts B3 and B4, close to Collier Boulevard • There have been hundreds of uses that have been taken out of this PUD that normally would have been permitted under the business park district • Provide the right of way for Wolf Road and the loop road and to construct it within the first 500 feet (map) We had asked for the following deviations that were previously recommended for approval and are recommended for approval by staff: • Allow a 5 foot reduction in the landscape buffers on the south and the north; we will take the square footage of that reduction and relocate it to the internal areas of the site. (map) • Waive the required six foot tall opaque architecturally finished masonry wall or berm within the western perimeter of the PUD. There will be a very nice vegetative buffer, with mature vegetation, plus the lake. We don't think that wall is necessary or that it benefits either us or our neighbor. (map) • A building height waiver to allow a building height of 42 feet to allow for architectural flexibility in roof designs. We agreed to limit the height to 35 feet within 100 feet of any residential structure. • To allow for two additional uses general contractors (SIC code groups 1521 through 1542) and landscape counseling and planning (SIC code 0781.) Subcontractors are permitted, the PUD does not allow for any outside storage, so effectively you will have an office. QUESTIONS Mr. Murray asks for clarification on the structure height and setbacks adjacent to the roadways. Mr. Mulhere explains that the structure height will be limited to 35 feet adjacent to any residence, but not the roadways. Fronting the roads would be a 42 foot height and the setback from Collier Boulevard would be 75 feet. Mr. Murray states that certain roadways were dedicated in the past but never accepted. What standards will the road be built to? Mr. Mulhere: The County is very interested in having these two roadways constructed and they will be constructed to county standards and turned over to the public. The loop road (map) has been moved further to the south. Mr. Murray: With regard to what types of businesses, a corporate headquarters would leave opportunity to store certain types of materials internally, will these be fully enclosed structures? 611 . A3 1 August 5 2004 Mr. Mulhere: They will be fully enclosed structures. I think we will get small corporate headquarters. I think it is unlikely that we will get a large corporate headquarters to use all 35 acres of developable land there. Mr. Mulhere confirms that the auto rental and hotel uses have both been removed. Mr. Schiffer requests that they change the maximum height of 35 feet within 100 feet of a residential zoning to 100 feet of a property line adjacent to a residential zoning. Mr. Mulhere agrees to that change. Mr. Adelstein: Is the 42 feet the peak of the roof? Mr. Mulhere: the measurement will be from the FEMA elevation to the midpoint. You could see a building that is up to 4 feet higher than that to the highest point of the roof. (There is a lengthy discussion regarding recommending approval before Collier Boulevard is designated as an arterial roadway. The different points of view appear below.) Ms. Student comments on the issue of the arterial road designation: There is language in two parts of the PUD document that handle this. I must advise the Planning Commission that on a couple of occasions in the past when we knew comp plan amendments were pending we put language in the effective date provisions that stated that the amendment or the ordinance would not become effective until the supporting comp plan amendment became effective. This ordinance does that as well as in the PUD. It states that no development applications will be effective or approved until the Collier County functional class map and the transportation element of the growth management plan identifies Collier Boulevard as an arterial roadway and then becomes effective. There is a history to this, we've done it before and I think with the language in this we are perfectly okay. Mr. Adelstein: Not only does the GMP prohibit the rezoning approval at this time, but it also prohibits the issuance of any development order that is inconsistent with that GMP. I don't know how much more specific we have to get. Ms. Student: This ordinance is of no effect unless the comp plan amendment that supports it becomes effective. Mr. Strain asks about the difference in the loop road in the PUD and the presentation. Mr. Mulhere explains that the final design is reflected on the visual display. This is a change. Mr. Strain: Your future R.O.W. reservation/dedication shows 4.0 acres; the master plan shows 3.3. Mr. Mulhere: That change had occurred at your last planning commission meeting. Staff had originally asked 80 feet and when they came back to us they only asked for 65 feet. We submitted a revised PUD to staff. Mr. Strain: The PUD that I have in front of me shows existing native vegetation preserve area is at 2.5 acres and native vegetation mitigation is at 2.0 acres. The plan on your display shows those two combined are now 3.5 instead of 4.5. Are you reducing native vegetation and mitigation areas by an acre? Mr. Mulhere: The final acre will be included within the site. We are still required to have 4.5 acres. I have 4.5 acres as correct. We are not required to show it on our master plan. 9 1611 A3. August 5, 2004 Mr. Strain: On your master plan you have 28.2 acres of business park development tract on the PUD you show 27.5 acres. How did you gain that? Mr. Mulhere: We gained that from the roadway relocation. When this PUD document was prepared the negotiations on that loop road were still going on. Mr. Strain: Under the transportation element of the PUD the loop road will be fully constructed to County standards. Now that the road is not so much on your property, can we still require that of you? Mr. Mulhere: We still agree to that and are participating in that, just not as much. Mr. Bosh There are other agreements that we have in terms of financial contributions that are not reflected in this document. Mr. Strain asks for Mr. Mulhere to explain how the transition from Mission Hills (Commercial) to the business park (industrial) then to the residential areas is a lessening of intensity. Mr. Mulhere: Mission Hills will generate more trips than the industrial park will. The business park district was put together eliminating most of the objectionable industrial uses. There are criteria within the code for industrial zoning and industrial PUDs that are significantly different than the comprehensive plan and the LDC for business park districts. Business park districts are allowed throughout the urban designation; industrial PUDs and industrial development is very restricted. It's limited because there is no outside storage. There are significant architectural design standards that will apply. The business park district requires a great deal of open space and limits locked coverage to 45% of the lot. There would be less traffic generation. Mr. Strain: The business park is subject to strict criteria. You're modifying those criteria. You're adding construction facilities, which will add a lot of construction traffic. Mr. Mulhere: I would suggest that many other uses would produce similar traffic. STAFF Kay Deselem: The staff report consists of several documents: the addendum (dated 8/5/04); the supplement (dated 8/5/05); a supplement (dated 1/15104); the original staff report (dated 12/18/03.) Staff is recommending approval. We do believe that this is consistent with the comprehensive plan and is compatible with the neighborhood. With the limitations within the ordinance itself and within the PUD document, staff does believe that this particular project should be approved. QUESTIONS None (There was a 10 minute break at this point) (The meeting reconvened at 10:10 AM) PUBLIC SPEAKERS Anthony Pires: I'm representing the Vanderbilt Community Association, Inc. This group is united, unanimous and adamantly opposed to this project. They request that the commission recommend denial of this 10 1611 Au gu st 5 2004 application to the Board of County Commissioners. We would like to not be berated for deciding to participate in this process to the fullest extent of the law. I would like to point out the great number of members of the Vanderbilt Country Club that are here to support our position. I would like to point out that it very clearly states in the Growth Management Plan, policy 3.1 -J, says "no development orders shall be issued which are inconsistent with the Growth Management Plan." You have to go with what exists today and today this project is not consistent with the Growth Management Plan. This also disenfranchises those people that will be in existence and around this area at the time that adoption occurs, if at all. We consistently hear that new development has to be compatible with surrounding land uses. What's lost in that discussion is that new development has to be compatible with and complimentary to the surrounding land uses. In this particular instance the essential nature of the surrounding land uses is residential. There is the mission Hills Shopping Center that provides the sort of setting, commercial uses and retail operations that typically supports infrastructure for a surrounding residential community. This is an intense use, not just measured by traffic that is not transitional. You can call this a business park, but it is an industrial use. Seventy percent of the uses within the site has to be industrial; the nature is of an industrial park. Therefore we believe that it is incompatible with and not complimentary to surrounding land uses. It was indicated that there was no opposition. There are several residential PUDs that have not yet been developed and there are no rooftops to oppose to this project (Wolf Creek, Palermo Cove.) If we wait for the arterial road designation, maybe there will be some rooftops there that will oppose this project. One of the criteria in the Land Development Code states whether it is impossible to find other adequate sites within the county for the proposed use, in Districts already committing such use. There has been no assertion, evidence, testimony, submittal, application or analysis that other sites are unavailable or inadequate for the types of uses being proposed for the subject property. We are not alone in this particular instance. Mr. Baviello is here to represent the Restoration Church. The Golden Gate Area Civics Association is opposed to it. I would like to read a letter and introduce a copy into the record. The letter states that the Association is opposed to the Nagel -Craig Business Park as well as any other industrial applications within the Golden Gate Estates Residential Neighborhoods. Mr. Abernathy: When we considered this in January, did this 70/30 industrial /non- industrial ratio come up? Mr. Pires: That criterion has always been there, to my understanding. I wasn't present at that particular hearing, I wasn't retained until afterwards. Mr. Schiffer: You read in the Growth Management Plan that we cannot approve this; you described it as a development order. Today aren't we just approving the PUD and the development order will be later? Mr. Pires: I think the definition in chapter 163 and 384, statutes the rezoning is a development order. Ms. Student: It is. A development order is a development permit and a development permit is if you ask for a rezone and list of other things. However, for the reasons I've stated, because you are making this subject to the Comp Plan Amendment and in fact the purpose of the statue is to avoid inconsistent orders and land development regulations with the comprehensive plan. I don't believe that the policy of the Growth Management Plan has been defeated in any way, shape or form. Mr. Abernathy: It seems like underlying this rationale, is some sort of a need to hurry. I 16 11 t ?Au,&ust 5, 2004 Ms. Student: Perhaps the petitioner may feel some need to hurry. I'm just stating the county's perspective. Mr. Strain: In the GMP, I remember it stating that any changes or any conditions that vary from the elements of the GMP would have to be done through a variance process or an exemption to those, and this is neither. Mr. Pires: I have four documents that I would like to enter into the record: The letter from Linda Hartman, Information from the county's website regarding the Palermo Cove PUD, David Depew's CV, and my letter and attachments sent to the County Attorney's Office. John Wellekens: I would like to briefly review the reasons why we are here today. We all thought a business park would be similar to Mission Hills. No one thought it would be industrial. It was discovered that we had the same attorney as the developer, Roetzel & Andress, and they had to refrain from representing us. Mistakenly, we decided to handle the issue ourselves. When we met with the county planner, we came away with the understanding that this was a matter of right, that the developer was entitled to an industrial park. I attribute that to a misunderstanding of the terms on our part, I don't think there was any intent to deceive us. We approached our meetings with the developers with that understanding. At the public hearing I realized from listening to the discussion that we may have had more rights that we originally assumed. However, I had no authority to oppose the project without direction from the board. Immediately after the approval by the commission, we were approached by one of the representatives of the developer. He advised us that they reconsidered the height of the buildings and wanted to increase it to 42 feet. This made me a little apprehensive. I approached Commissioner Strain and confirmed that we had the right to oppose this and that it was completely discretionary with the Board of County Commissioners. Mr. Bellows also confirmed this. I brought this information back to our board and that is why we are here today. When we went to the meeting in which the developer wanted to discuss increasing the building height to 42 feet, we advised the developer that we might be reconsidering our position. We further advised him that we were hiring an attorney and did not want to have further discussions until we had some professional advice. The code looks very innocuous when you look at the business uses in the Land Development Code, but when you look at the Federal Directory that defines the terms in the code there are literally thousands of manufacturing, industrial, factory, warehouse and wholesale distributor uses permitted. We are also concerned about the equipment and parking areas attracting the local children and the danger of injuries. David Depew: I would suggest to you that policy 5.4 of the Future Land Use element is one of the operable policies that you need to review. It requires that new development be compatible with and complimentary to existing land uses in the area. I would submit that a new development must be consistent with and complimentary to neighboring uses and does not have a negative impact on the surrounding area with regard to the following: building coverage, design, bulk, occupancy, traffic generation, parking requirements, access, circulation, site improvements, public facilities and service demands. Intensity of development is defined by more than trip generation including generation of light, sound, dust and odor. Therefore this cannot be considered a transitional use. In addition, the site plan is simply not detailed enough to demonstrate the park -like atmosphere that the developer claims would make it more compatible to the area. In response to a question from Mr. Abernathy, Mr. Depew explains: Nearby, refers to properties that are in the general neighborhood or the general vicinity. In an urban setting nearby can be within blocks. In a more 12 6 11 3,, -1 August 5, 2004 suburban setting nearby can be within' /4 to 1 mile. In a rural setting nearby can be within 1 through 5 miles away. In this particular instance, I think this is a suburban setting. I believe that there has not been a demonstration that there are no other appropriate uses for this property. I would suggest that a residential use can be placed on this property that would be consistent with surrounding uses. In my extensive practice area I have never had the experience that this kind of activity has been undertaken prior to a comprehensive plan amendment. From a planning standpoint that is a very slippery slope. There is no reason that this project has to go forward in a rush. I would submit to you that this would be a very bad precedent and one that should not be repeated. It is simply not necessary. Mr. Anderson asks Mr. Depew when he was retained. Mr. Depew replies that he was retained on a continuing basis by Vanderbilt Country Club earlier this year and became involved in this particular issue approximately two to three months ago. Gerald Lewis, Vice - President of the Vanderbilt Country Club Homeowners Association expresses his support of the preceding public speakers. We feel that an industrial park simply does not fit into our neighborhood which consists of about 11,000 residences, as well as schools, churches, retail development and a potential fire station. We are very concerned about the uses, as defined by the SIC codes, that could be possible there. This has become a quality of life issue. Many of our residents have made it clear that if they had known there would be an industrial park located nearby they would have looked elsewhere for housing. Our concerns are not so much about the amount of traffic but about the type of traffic. We have already heard allusions to large trucks and equipment. Michael A. Baviello, Jr., Esq., representing Restoration Church: The church had no knowledge of this particular project during the previous meeting. We were in the process of moving our offices during the time that notices were mailed out and may not have received any notice. We are opposed to the approval of this project. The church is not opposed to the creation of jobs, but the problem is that this park is incompatible with the surrounding uses. Communication towers will be sitting in the back portion of the project as they have requested. Mr. Mulhere: This is not an industrial park, it is a business park. The reference made to the 70/30 mix is simply not a correct statement. The code actually says that 70 percent of the uses within a business park must be primary uses as defined in the business park district; 30 percent can be secondary uses. It does not say they have to be industrial, that is not the intent and that is not the reality. The purpose of that is to limit retail and personal services to 30 percent because the primary purpose of the business park is to generate different types of employment. That is why the limitation exists. Mr. Murray: There are an awful lot of industrial activities here. Assume that the park was completed in accordance with your request. What would the hours of operation be? Mr. Mulhere: There was one condition placed in here by the environmental reviewers. I don't think we would have an objection to restrictions on operating hours. We have to comply with the noise ordinance in the county. We would agree to a limitation of 7 am to 7 pm, Monday through Friday, for manufacturing. 13 1611 A August 5, 2004 In response to a question from Mr. Schiffer regarding to appearance of the buildings, Mr. Mulhere confirmed that they are willing to adhere to the provisions of 2.8 that are in effect at the time they submit the site development plan and are not planning to ask for any exceptions. Mr. Murray: This is difficult because it was approved by this commission earlier. The introduction of new concepts in addition to the large number of people opposed to the project makes it difficult for me to even formulate a motion. I would move to continue predicated on the fact that they are not going to be able to do anything anyway until the roads are designated. I hesitate also because upon approval of the previously submitted criteria the developer immediately went to a representative of the community and suggested that they wanted additional concessions for height. I'm considering that maybe there are some potential changes as time goes by. Ms. Student: The Planning Commission generally has to recommend approval or denial. I don't know that there is any problem with a continuance. Mr. Adelstein seconds. Motion is denied 6 -0. Mr. Midney: I make a motion that we recommend approval forwarded to the Board of County Commissioners AR 3411. Mr. Strain seconds. Mr. Midney: I do think that we are covered with the arterial road designation issue. I am not convinced that this project is inconsistent with our county ordinances. Ms. Student: You may want to state that your motion is contingent upon that comprehensive plan amendment coming into being. Mr. Midney: Yes, that is my intent, thank you. Mr. Schiffer: I think this project will be an asset to the area as long as it is built appropriately. Mr. Strain: I think it is a mistake. I don't think that increasing intensities between generally C3 commercial to residential is a good thing to do. I think industrial is a much more intense use than the area surrounding it. I certainly would not vote in favor of this. If this were to move forward, I would like to see restrictions on times at a minimum, although I wish it wouldn't move forward. Mr. Schiffer: I would like to add that the 100 feet to be measured from the property line. The way it is worded, it is measured from the residential district, I rather it not include right of way. Mr. Midney accepts this change. Mr. Abernathy: Most of Vanderbilt Country Club is not anywhere near this park. Mr. Midney: I am also influenced by the creation of jobs. Motion is not carried 3 -3. 14 1611 N Jgusf S 2004 In favor: Mr. Schiffer, Mr. Midney & Mr. Abernathy Opposed: Mr. Murray, Mr. Strain & Mr. Adelstein Mr. Strain moves to recommend denial of PUDZ- 2002 -AR -3411. Mr. Adelstein seconds. Mr. Schiffer: This isn't adding anything new as far as traffic. If this was twice the size I would not be in favor if it. All of the residential people are going to use it and be working there. The example of Horseshoe Drive is excellent. The architectural standards are the only thing I can bet on, beautiful buffering systems. The danger is if one entity buys the whole thing, but if they break it up it will be a beautiful facility. Mr. Murray: I believe the minimum lot is 20,000 square feet. The fact is that there are a lot of uses here and if any number of them go forward the impact on the community could be significant. Motion is not carried 3 -3. In favor: Mr. Murray, Mr. Strain & Mr. Adelstein Opposed: Mr. Schiffer, Mr. Midney & Mr. Abernathy It goes forward with a tie vote. The executive summary will describe the commission's votes and discussion. D. Petition: PUDA- 2003 -AR -4008, Waterside Shops at Pelican Bay Trust and WCI Communities, Inc., represented by C. Laurence Keesey, Esq., requesting a rezone from Planned Unit Development (PUD) to Planned Unit Development (PUD) known as the Pelican Bay PUD for the purpose of amending the PUD document to reallocate 121,000 square feet of approved, but not yet constructed and uncommitted commercial square footage to be relocated will be converted to and utilized for additional retail use within Waterside Shops. In addition, the Pelican Bay PUD is currently approved to contain up to a maximum of 8,600 residential dwelling units. This petition will reduce the approved maximum number by 800 units, to a new maximum of 7,800 residential dwelling units. The property to be considered for this rezone is located in the Northwest quadrant of the intersection U.S. 41 and Seagate Drive, at 5555 Tamiami Trail N., in Sections 32 and 33, Township 48 South, Range 25 East, and Sections 4,5,8, and 9, Township 49 South, Range 25 East Collier County, Florida and consisting of 2,104 acres. (Coordinator: Ray Bellows) Ms. Student: While there is not a quorum to proceed, you can vote on a continuance. If this is continued for two weeks, it does not affect when it goes to the Board of County Commissioners. We feel it would not affect the gain or loss of the principals involved. Mr. Adelstein moves to continue AR -4008 and AR -4777 to the next meeting. Mr. Abernathy seconds. Motion carries 6 -0. E. Petition: DOA - 2003 -AR -4777, Waterside Shops at Pelican Bay Trust, represented by C. Laurence Keesey, Esq., requesting an amendment to the Pelican Bay Development of Regional Impact (DRI) to relocate 121,000 square feet of approved, but not yet constructed and uncommitted commercial use from the North Commercial Area to the South Commercial Area and reduce the approved maximum number of residential dwellings by 800 units to a new maximum of 7,800 residential dwelling units. The property to be considered for this rezone is 15 1611 A August 5, 2004 located in the Northwest quadrant of the intersection pf Tamiami Trail (US -41) and Seagate Drive, in Sections 32 and 33, Township 48 South, Range 25 East, and Sections 4,5,8, and 9, Township 49 South, Range 25 East Collier County, Florida. (Coordinator: Ray Bellows) Continued 9. OLD BUSINESS NONE 10. NEW BUSINESS Joe Schmitt: We are scheduling the workshop. If you have any ideas on what you like presented you can certainly e -mail to either me or Ray. It will probably be at Horseshoe Drive at 8:30 am. We also have a joint workshop with the Board of County Commissioners scheduled in December for the Annual Update and Inventory Report. Rob Lincoln from the IT Department advised the Commissioners that they could obtain county e -mail addresses. This would effectively separate CCPC e -mails from the Commissioners' personal e- mails. The county e -mail can be accessed through webmail. This would be accessed through internet browsers (for example: Internet Explorer) and eliminate the need for firewalls and other hardware and software requirements because they would not technically be tapping into the county's servers. This process could be completed within a week of the requests. Furthermore, the commissioners' e -mail addresses will be updated on the website. The e -mails can reside on the county server to also aide in accommodating public requests for information. Mr. Schiffer: If you dissent on a vote, is there an opportunity for you to express your opinion in that report? The concern is that I dissented on an issue and my dissention was not reported as perfectly as I would have liked it. Also, once you write the review, are we able to see that prior to it going to the Board of County Commissioners? Mr. Bellows: Normally the planner will try to accurately express the dissenting votes in the Executive Summary. I think if you feel strongly about how that is worded in the Executive Summary, we can try to make a copy available so you can review it. Mr. Strain: If we feel that strongly, why don't we individually lobby our commissioners? Mr. Schiffer: I usually don't see how it's presented until I'm watching it. Mr. Schmitt: There's nothing to preclude you from clarifying why you had that vote. You can certainly send an opinion on why you had that vote to the respective Commissioners. Mr. Bellows: Also, if you do that quickly, the planner can incorporate it into the Executive Summary. Mr. Schmitt: I would certainly recommend that if you leave a meeting and feel the need to express your opinion to send a note to either me, Ray or the principal planner asking to make your point clear in the Executive Summary. Likewise, I would ask, that prior to a meeting, you contact any member of the staff to express specific questions or concerns, then we can be prepared to address those at the meeting. Mr. Schiffer: When something is advertised, where do you go to see what you can do based on the advertisement and what you cannot do? 16 1 11 A Zvst 5 2004 Mr. Bellows: For an advertised item, you can reduce the impact, but you cannot increase the impact without re- advertising. It would have to be continued and re- advertised if you wanted to make any changes that increased the impact. Mr. Bellows introduces Heidi Williams, a new principal planner that has recently joined the staff. 11. PUBLIC COMMENT 12. DISCUSSION OF ADDENDA 13. ADJOURN There being no further business for the good of the County, the meeting was adjourned by order of the Chair at 11.57 AM. COLLIER COUNTY PLANNING COMMISSION Chairman Russell A. Budd 17 ENVIRONMENTAL ADVISORY COUNCIL1611 A J!w, F-%aka s AGENDA RECEIVED EIVED Nae�r9 September 1, 2004 AUG 2 0 2004 Goy \e 9:00 A.M. Goe��a Board of County Commissioners Commission Boardroom W. Harmon Turner Building (Building "F ") - Third Floor I. Roll Call II. Approval of Agenda III. Approval of July 7, 2004 Meeting minutes IV. Land Use Petitions A. NONE V. Old Business A. Confirmation that regularly scheduled October 6, 2004 meeting has been rescheduled to September 30, 2004. VI. New Business A. Land Development Code amendments Cycle 2 VII. Council Member Comments VIII. Public Comments IX. Adjournment Council Members: Please notify the Environmental Services Department Administrative Assistant no later than 5.00 P.m. on August 27, 2004 if you cannot attend this meeting or if ou have a conflict and will abstain from voting on a petition (403-2424). General Public: Any person who decides to appeal a decision of this Board will need a record of the proceedings pertaining thereto; and therefore may need to ensure that a verbatim record of proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. 1 611 A" 4 ENVIRONMENTAL ADVISORY COUNCIL AGENDA Fiala August 4, 2004 Halas — 9:00 A.M. Henning Coyle Commission Boardroom RECEIVED Coletta W. Harmon Turner Building (Building "F ") — Third Floor JUL 3 0 2004 Board of County Commissioners I. Roll Call II. III. IV. V. VI. VII. VIII. IX. Approval of Agenda Approval of July 7, 2004 Meeting minutes Land Use Petitions A. NONE Old Business A. Confirmation that regularly scheduled October 6, 2004 meeting has been rescheduled to September 30, 2004. New Business A. Land Development Code amendments Cycle 2 Council Member Comments Public Comments Adjournment Council Members: Please notify the Environmental Services Department Administrative Assistant no later than 5:00 p.m. on August 2, 2004 if you cannot attend this meeting or if you have a conflict and will abstain from voting on a petition (403-2424)n General Public: Any person who decides to appeal a decision of this Board will need a record of the proceedings pertaining thereto; and therefore may need to ensure that a verbatim record of proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. ►Lo(r)144 To: 161, I 2004 uly 7, TRANSCRIPT OF THE MEETING OF THE COLLIER COUNTY ENVIRONMENTAL ADVISORY COUNCIL Naples, Florida, July 7, 2004 LET IT BE REMEMBERED, that the Collier County Environmental Advisory Council in and for the County of Collier, having conducted business herein, met on this date at 9:00 AM in REGULAR SESSION in Building "F of the Government Complex, East Naples, Florida, with the following members present: CHAIRMAN: Alfred F. Gal Ed Carlson William Hughes Michael Sorrell Joseph Gammons Michael Bauer ALSO PRESENT: Patrick White, Assistant County Attorney Barbara Burgeson, Environmental Specialist 1 A 7 1611, , 2004 Meeting was called to order by Chairman Alfred F. Gal at 9:00 AM. I. Roll Call Roll Call was taken - a quorum was established. Eric Lynne and Ken Humiston were excused. Judith Hushon was absent. II. Approval of Agenda: Agenda was approved 6 -0. III. Approval of May 5, 2004 Meeting Minutes: Mr. Hughes made a motion to approve the minutes; Mr. Gammons seconded. May 5, 2004 Meeting Minutes were approved 6 -0. IV. Land Use Petitions: A. Planned Unit Development No. PUDZ- 2003 -AR -4046 "Summit Place in Naples PUD" Section 35, Township 48 South, Range 26 East No Disclosures. Dwight Nadeau presents the information for the PUD for Summit Place and displays a map. • Adding northern 40 acres • Total of 98.4 acres (additional 40.58 acres) • Total of 394 Dwelling Units (additional 163 units) • Summit Place subdivision is under construction • Summit Place has its South Florida Water Management Permit • Obtained 2 RAI's and successfully responded • 27 acres of conservation; this is an increase over the 9.9 acres originally approved in the Hibiscus Village PUD. With this preserve there will be enhanced wetlands, created wetlands and upland preserves. • Aerial indicates that preserve is up against some undeveloped lands • Palermo Cove PUD will be coming up in 8 -9 months • Preserve will be contiguous with Summit Place Preserve • 70% of wetlands will be preserved • $150,000 payment will be made to the Big Cypress Mitigation Bank Ed Carlson: I have 2 different maps, one has 2 lakes and one has 1 lake. The preserve boundary is different in each map, which is correct'? Mr. Nadeau: Confirms which map is correct and that the preserve in the new plan is larger than the preserve in the old plan. 2 1611uly A� 2004 Mr. Hughes inquires about the approval from the South Florida Water Management District. Mr. Nadeau confirms that they do not yet have approval for phase II; for this change. Mr. Hughes: Does this fit our plan for Green space Greenways? Ms. Mason: They meet the requirements and are contiguous with 2 preserves and a future preserve as well. Mr. Carlson asks for an explanation of "filling floodplain area ?" Stan Chrzanowski: The floodplain compensation issue is new. When rivers overflow their banks it goes to the floodplain. There is a very flat topography here. Most fill for house pads and developments are fill being put in for floodplains. Golden Gate Estates is a prime example; we will have 30,000 homes, most in a floodplain. We have written a policy that, effective August 1, 2004, requires floodplain compensation calculations, either upfront or with the design. Mr. Carlson: How do they do the compensation? Where is the compensation? Mr. Chrzanowski: This is a tough question. (Indicating Map) In the Golden Gate Estates area there are all revised house pads. There is no way to compensate. The only way to compensate is to take an area that is above the base flood elevation and drop it below the base flood elevation. When all of the area is below the base flood elevation there is no way to compensate. If you have a parcel that is both high and low, you can actually dig out and compensate for the floodplain. Mr. Bauer: I have a question about page 5 of the staff report. For wetland mitigation it indicates a wetland preserve and credit in the Big Cypress Mitigation Bank. Mike Myers: There will be a combination of on -site preserve and off -site mitigation. There was a lengthy conversation regarding the long term water management of the area. Mr. Hughes: Is flooding a problem in the long term? Mr. Chrzanowski: Yes, as different projects come in. This is a county wide problem. With floodplain compensation it's impossible to solve with off -site mitigation. You can either hold water back or make it rise. You can either start draining things properly. However when you drain it out it goes to the coast areas quicker. You can hold it in lakes, large retention areas, buy up public lands. There are a lot of solutions but every one of them gets to be prohibitively expensive. Between the FEMA studv and the LIDAR topography we are learning a lot about this area. We can now look at area and predict the problems. We know the solutions, but a lot of times the solution is not 3 161juA� ly 7 2004 possible because you want to drain the water to help the people, but you cant drain the water quicker so it's a "catch -22." Mr. Carlson: We've been using the drainage technique for some time and we're finding out that it's detrimental. It seems to me that raising control elevations and finding a way to store more water on the land would be the way to go. Mr. Chrzanowski: However, there are a lot of structures built according to the old control elevations and then the septic tanks and drain fields will malfunction and the roads will flood. Mr. Carlson: With adjustable wier gate structures for those 100 year storms it seems like something could be worked out that will increase the storage 99% of the time and if you have a 100 year storm there is a control structure to take care of that. Mr. Chrzanowski: If you have a totally non - automatic system and the personnel are properly trained and monitoring it 100% of the time you could probably get it to work fairly good if your weather forecasting improved to the point that you could drain down your system to prepare for the next storm. This is a philosophical discussion Mr. Carlson: I believe we have the technology. I am willing to pay for more water storage and more sophisticated water control systems in this county. Mr. Hughes: This particular project is within the current guidelines of the law, is that correct? Also, we will be notifying of any additional requirements so no one is getting blind - sided. I so move that we approve this project. Mr. Gammons seconds. Mr. Carlson: Preserves like this are a good way to conserve water and green space. This is a good project with 70% preserved and as we defer to the other regulatory agencies I guess the best we can do. I wish it were 90% preserved. Mr. Bauer: However it is just another net loss of wetlands. Mr. White: Please note that the motion should be to approve the EIS and to make a recommendation for approval with respect to the re- zoning. I would ask that the motion maker and second revise the motion accordingly. Mr. Hughes revises the motion to approve the EIS and to make a recommendation for approval with respect to the re- zoning. Mr. Gammons agrees. Motion carries 5 -1. Mr. White notes that this is official action. 4 A 1611 July 7, 200 4 V. Old Business: None VI. New Business Barbara Burgeson introduces Christina Sanchez and Susan Mason, both staff members that will be working with the EAC. VII. Council Member Comments Mr. Hughes: The confusion that we have here today regarding the water management issue is extremely complex and it has to be addressed. Mr. Sorrell: Stan, I have a few questions regarding the Draft Implementation Plan for Picayune Strand. The water table changes proposed there would render the septic system in Golden Gate Estates void. They are recommending that sewer and water be put in. Mr. Chrzanowski: I saw that recommendation. There is some question as to whether the water table will be raised. It would affect the septic and drain fields and possibly some wells. My understanding is that at some point we will have sewer and water out there. Right now we have water shortages from the wells out there and there are only 10,000 homes now. When the Estates increases to 30,000 homes, there will be some serious problems. We can either do it well ahead of time or wait until there are problems and address it then which will be a process. I'm an engineer, we like to do things ahead of time, but it is not always politically and financially feasible. Mr. Sorrell: A couple of weeks ago, there was an article in the newspaper that noted that they are planning on using 72,000 yards of contaminated soil in the Belle Meade area to use as dykes. Once they stack this water, they are going to kill the pines and eliminate the red cockaded woodpecker from the area. In your opinion, what is going to happen to the contaminants? I think this is worth researching. Mr. Chrzanowski: I rather not give an opinion on that, I have not heard about that. Barbara Burgeson: I have one other item, Susan planning a future workshop for the EAC. Susan Mason: We are getting representative from DEP to make a presentation about TMDLs (Total Maximum Daily Loads.) It's a newer program for federal and state. It will probably be in August or shortly after that. Mr. Hughes: Can we have the South Florida Water Management people come here? Ms. Burgeson: We do invite them to every meeting and we will continue to do that. 5 1 6 1 July 7 2004 , Mr. Chrzanowski: We e -mail them copies of the agenda but they have had a lot of staff changes. Mr. Bauer: I would like to disclose that I work for the South Florida Water Management District, but I do not have contact with the Permitting Department. I could point you in the right direction. VIII. Public Comments Mr. White updates the committee on the LDC -UDC process which will be effective Monday, September 27`h at 12:01 am. These are structural changes to the look and feel of the LDC, not to the actual content. This is available for review on the Community Development website. Ms. Burgeson advises the committee that they will receive new notebooks for the UDC and, if needed, training sessions or workshops can be provided to make them comfortable with the changes. Mr. Sorrell: I have a comment regarding The Mod Waters Project, the culverts under 41. The mandate stated that Mod Waters had to be finished prior to any restoration of the Everglades. They have already filled up canals; they started filling them before they had the permits. Almost all the ditches that used to be on Immokalee Road prior to construction have been blocked off. There are only two that are functioning. Over the weekend we had less than 2 inches of rain and there was water on Wilson Boulevard. The Immokalee Canal no longer flows into the Cocohatchee River. Mr. Chrzanowski: At present we have a contractor, Dick Tomassello, doing a base flood elevation study, the computer model that he generates will tell us how high the water rises with the conditions that are there now. I don't think there are any plans to take that model and re -run it with the improvements. I suppose we could but that would cost a bit of money to do. That would tell us whether or not the improvements (improvements meaning construction) would affect the water flow. Mr. White: The topography in Collier and most of Southwest Florida is very flat. The traditional notion of flow ways is one that is difficult to apply. Mr. Chrzanowski: There is an area called Winchester Head. The county is currently trying to buy it for floodplain compensation. We are getting some resistance to that. When you look at the topography, there is not a doubt in my mind that drains a basin of about 4 square miles. The water just flows and sits in there. If somebody wanted to come in and build, we have to let them. There is no way to stop them and there is no way anybody can dig out anything there for floodplain compensation for that. There is no easy solution. Mr. Hughes: Changing building codes would be the only way to do this. Rather than build platforms if homes are literally on posts, it will allow the flow. 6 N4 161 July 7, 2004 Mr. Chrzanowski: That may have an impact on FEMA. If your entire grade is a flood zone, you could pay a higher rate. Every time we try to do something there is a reason we should and a reason we shouldn't. Mr. Hughes: By legislating codes, so no one is blind sided, there could be a solution. I know there is no easy answer. Mr. White: As practical as that sounds, we have to remember that there are roads out there that are somewhat elevated and will then act as dykes. Depending upon the amount of volume that you can put through the culverts and pipes, perhaps you can compensate for the amount of sheet flow. Going back to the original plan, there was a canal system that was largely intended to handle this issue. We will have to wait for the results of the computer model and I'm sure economics will drive design solutions. People have the option today to build the very structures you are speaking about (stilt houses) and I suspect that there is a reason why they choose fill. Mr. Carlson: It should be easier here than in other parts of the country with different topography, where you get 6 inches of rain and you have 6 feet of water coming down the valley. Here, if we get 6 inches of rain we have 6 inches of water. It should be easy here, but it's not. Mr. Sorrell: Earlier this year we had enough rain to close four main arteries in this county. Mr. Hughes: I think this should be considered further for alternative, environmentally sensitive design. . Mr. Bauer: I think by 2007 if we do not come up with a plan, the state will force people to do something about storm water. IX. Adjournment There being no further business for the good of the County of Collier, the meeting was adjourned by the order of the Chair at 9:56 a.m. COLLIER COUNTY ENVIRONMENTAL ADVISORY COUNCIL Chairman Alfred Gal 7 i. II. III. IV. V. 6i Halas —�� CONSERVATION COLLIER Henning LAND ACQUISITION ADVISORY COMMITTEE Coyle Coletta August 9, 2004 9:00 A.M. Commission Boardroom W. Harmon Turner Building (Building "F ") — Third Floor Roll Call Approval of Agenda Approval of July 12, 2004 Minutes Old Business: A. Update on Status of First Cycle A -list Properties — Cindy Erb B. Update /Discussion on spending cap issue C. Coordinator Updates a. Monthly Application Totals / Second Cycle Status b. Multi - Parcel Multi -owner Projects 1. Winchester Head ii. NGGE Unit 53 iii. Gordon River Corridor c. Miscellaneous New Business: A. Approval of Visnich property Interim Management Plan Vi. Subcommittee meeting reports A. Budget —Ellin Goetz, Chair B. Outreach — Bill Poteet, Chair 5 DECEIVED JUL 3 0 2004 Board of County Commissioners C. Lands Evaluation and Management - Marco Espinar, Chair D. Ordinance Policy and Procedures — Will Kriz, Chair VII. Committee Member Comments VIII. Public General Comments IX. Staff Comments X. Adjournment �P6 Committee Members: Please notify the Environmental Services Department Administrative Assistant no later than 5:00 p.m. on August 6, 2004 if you cannot attend this meeting. 1611 A-5 Due to staff vacation schedules, the minutes from the .July 12, 2004 meeting have not been reviewed. 1�11 A5 July 12, 2004 CONSERVATION COLLIER LAND ACQUISITION ADVISORY COMMITTEE Board :Meeting Room E, 3rd Floor, Administration Building 3301 Tamiami Trail East, Naples, FL 34112 9 o'clock, July 12, 2004 LET IT BE REMEMBERED, that the Conservation Collier Land Acquisition Advisory Committee, in and for the County of Collier, having conducted business herein, met on this date at 9:00 PM in REGULAR SESSIO �T in Board Meeting Room E third floor, Administration Building, of the Government Complex, 3301 East Tamiami Trail, Naples, Florida with the following members present: Ed Carlson Michael Delate Wavne Jenkins Will Kriz Linda Lawson Bill Poteet Kathy Prosser - Chairperson Collier County Staff: Alexandra Sulecki, Program Coordinator; Cindy Erb. Senior Property Acquisition Specialist; Mike Pettit. Chief Assistant, County Attorney's Office; William Lorenz, Director, Environmental Services Department 1 1611 A5 July 12, 2004 The Conservation Collier Land Acquisition Advisory Committee meeting was called to order by the Chairperson, Kathy Prosser, Monday June 14th, 2004 at 9:00 am. I. Roll Call Ellin Goetz was excused; Marco Espinar was absent. II. Approval of Agenda Mr. Carlson is interested in discussing the mileage rate and cap issue. This discussion is slated to occur under the item "Committee Member Comments." Ms. Sulecki corrects error under item III (minutes are from June 14`h not May IO'h. Mr. Poteet moves to approve the agenda; Mr. Jenkins seconds. Motion to approve agenda was passed unanimously 7 -0. III. Approval of June 14, 2004 Minutes Mr. Jenkins moves to approve the agenda; Mr. Carlson seconds. Motion to approve minutes passed unanimously 7 -0. IV. Old. Business A. Update on Status of First Cycle A -list Properties — Real Estate Services Department Cindy Erb reports: • Closed Visnich on July 151. Transportation purchased a small piece which was reflected amendments. • American Business Park is scheduled to close on September 22nd • Gionet scheduled to close July 30`h. • Malt — Alex will present information on this. • Tallon & Fleishmann — still waiting for advisement. • Golden Gate Estates Unit 53 — all agreements executed, asking for recommendation under New Business, closings in September and October. Ms. Prosser asks about Malt. Ms. Erb Alex will be updating us on that; there has been some new developments. Ms. Prosser congratulates the staff for an excellent job and Ms. Erb also extends appreciation to Ellen Chadwell of the County Attorney's Office for her service. 2 1611july42, _004 Mr. Poteet asks is the workload is manageable. Ms. Erb replies that she is having no problem with the work load. Linda Lawson questions the survey for American Business Park; when was it completed? Ms. Erb: American Business Park supplied the survey from and agrees to confirm the date it was completed. Ms. Lawson expresses concern for having up to date survey information completed prior to closing m . Can we request updated surveys, would that be our expense? An updated survey should be required on larger parcels. Even if the seller's provide something that is one to two years, she thinks an updated survey should be required. Chuck Carrington replies that as a policy, a survey is not done for properties purchased by the county. If required, this can be done at the expense of Conservation Collier. If this board wants property surveyed we can do that. The problem is that it is not easy for the county to do that. We would need a purchase order and would need to receive bids: we would have to check with purchasing to see if we could just order a survey. Mr. Delate: What specifically are you concerned about`? Ms. Prosser: Can I suggest that we move ahead on American Business Park. Linda, perhaps you how you want to address this and bring something back to the can think ahead on future properties committee. Ms. Lawson: I'm satisfied that this point has been raised and on a large parcel I would like to review it on a case by -case basis to decide if a survey should be required. It's not that I have any fears, it's just that I do this for a living and what I was initially suggesting was that between Cindy Erb and our closing attorney that the existing survey could be re%1 exved. Perhaps our attorney may raise the issue that she wants that updated. I think approaching this on a case by case basis would be the way to go. Mr. Delate: I would agree with you on that. V. New Business A. Approval of Agreements for Sale and Purchase (pending return of signed contracts) a. NGGE Unit 53 properties Alexandra Sulecki reports. • Avatar (1.14 acres) The estimate was $4,700 - $6.100. The actual price Was $10,700, with administrative costs of S900 the total was $11.600. • Beardsley (3.79 acres) The estimate was $10.700 - S29.300. The actual price was 538.000; with administrative costs of S 1200 the total % as $39.200. 1611,15 July 12 , _004 • Beardsley (1.14 acres) The estimate was $4,700 - 56,400. The actual price was $10,700; with administrative costs of $900 the total was $11.600. • Cassidy (1.14 acres) The estimate was $4,700 - $6,400. The actual price was 510.700: with administrative costs of 5900 the total was $11,600. • Hamilton (1.59 acres) The estimate was $4,400 - $9,000. The actual price was S15,000. with administrative costs of $1000 the total was $16,000. • Hanson (2.27 acres) The estimate was $11,700 - $18,800. The actual price was $25,000; with administrative costs of $1100 the total was $26.100. • McBride (1.14 acres) The estimate was $6,400 - $9,000. The actual price was S10,700; with administrative costs of $900 the total was $11,600. • Stewart (1.14 acres) The estimate was $6,400 - $9,000. The actual price was S10,700, with administrative costs of 5900 the total was $11,600. • Zak (2.73 acres) The estimate was $10,300 - $13,400. The actual price was S30,000; with administrative costs of $1100 the total was $31,100. Ms. Prosser asks why the estimates values areadrast drastically ni lower due rto the nature purchase aof the market n Carrington reports that the property Collier County and the affect of Av6 :Maria to the Golden Gate Estates area. The next batch of estimates will be more accurate. B. Second Cycle Property Presentations Ms. Sulecki indicates information on maps and presents several slides to illustrate the information. Please consider the following as I present these to you, we did not consider these in our last cycle: • Distribution — illustrates this concept on the map. '`Equitable geographic distribution." There are levels of services for parks in Collier County. Our lands will not replace those, they will be in addition to. You may want to consider this concept as you develop your rank list. • Complementarity — We are given a list of preferred habitats with an order of preference. Our goal is to identify the most efficient network of protection. This is a difficult and sometimes impossible task due to several factors. Given this challenge we can use complementarity which is defined as the degree to which a single area or subset of areas represent the total number of criteria found in a system or adds unrepresented attributes to the whole. • Connectivity — the maps illustrate some technical problems. All PL:D areas are not mapped. We want to consider how our pieces connect. a. Hamilton • This is an Urban Green Space • Located in the Gateway Triangle redevelopment area • The zoning is commercial, light commercial and single family residences • Surrounding land uses is residential and commercial • Veaetative is Pine Flatwood • There is the opportunity for educational value from a nearby elementary school. 4 1611 A5 July 12,'_004 • Management will be easy because exotics are low. A more complicated issue would be that the area is sometimes inhabited by vagrants, we will have to consider this with keeping visibility and asking the sheriff's department to patrol the area. Mr. Kris: Is there access to this property other than the two lots on the north? Ms. Sulecki: Not that I am aware of. b. Maison • Vegetative is almost all cabbage palm • High exotics • Miller canal 750 feet to the east • There was evidence of drainage and fire in the past. • Old linear clearings helped exotics come in • Market value is $180,000 - $200,000 • Parcel is surrounded by non - conservation rural lands • Land cover maps show no Cypress but some stumps • The parcel is not in a well field protection zone • We had a panther point and a couple of black bear points • Natural Ecology has been disturbed • No Public Access — No visibility • Walking is the only Resource Based Recreation • Management requires removal of exotics, which are less than 25`0, but will be difficult due to no access. C. Collier County School Board '.Magnolia Pond Drive • Urban • Small portion is in well field protection zone overlay (indicated on map) • Outer protection zone — 20 year zone • One 17.5 acre parcel • Unusual access configuration • Vegetative — forest & prairie • There is access for nature based recreation, fishing. potential boat launch • Good access, visibility, multiple types of resource based recreation, borders greemvay • Market value is $1.2 to $1.4 million. • Management — no hydrologic changes necessary, exotics are low Mr. Poteet states if the parcel is not adjacent to the canal itself. Ms. Sulecki confirms that there is an easement Mr. Jenkins: Where is the additional property related to this property? Ms. Sulecki explains that the other parcel fits with this parcel like a puzzle piece. indicating the map. Ms. Prosser asks about the nearby development. 1611 A 5 July 12, 2004 Ms. Sulecki replies that this development is Noah's Landing. Mr. Poteet adds that Golden Gate High School is also adjacent to the parcel and there are plans to build an Elementary school. Mr. Carlson: All of these properties have limited ecological value, I would like input from Parks & Recreation. ec Sulecki: For each property we send a list and a map with folios to a number of different departments including Parks and Recreation. This is one of the only ones we received a response. Mr. Carlson: A letter in the portfolio would be fine Mr. Poteet: This is the only property in Commissioner District 3. Mr. Jenkins asks about the possibility of the bridge connecting from Golden Gate City. Mr. Poteet: There is a Golden Gate Civic Association Meeting to discuss the possibility of the Tropicana Bridge. Nancy Payton: Regarding the well field, I have noticed that other county departments are eager to use Conservation Collier money to help fund some of their projects. I was wondering if in future projects other parts of the county can be chipping in. With Florida Community Trust. I'm not sure we would see this as a partnership if things move forward with the Fleishman property. Lastly. I'm not convinced this parcel is for Conservation Collier but may be for Naples Bay Restoration. Ms. Sulecki: To address the well field comment, the well field here is an existing well. The utility department said they would purchase those easements from us. There is consideration of contribution. d. Collier County School Board Section 24 • The parcel is east of Golden Gate City, separated by the Golden Gate Canal • The zoning is agricultural • Consists of four 16 acre properties and a 1 acre piece • The School Board may want to reserve 20 acres for a future school • Vegetations none of preferred habitat but good quality natives present • There is a small area on the southeast corner where I observed a gopher tortoise • Access from along the canal easement • There is a trail through portions of the parcel that appears to be well used by vehicles • The estimated market value is $600,000 to $800.000 • Documentation of a red - cockaded woodpecker nest cavity • High visibility, accessible, opportunities for natural resource based recreation. kayak, canoe Nancy Payton: I understand that there's a red - cockaded woodpecker preserve out there somewhere. I never received an answer on where exactly it is. but that may be out there. There are county lands nearby. There is a network developing for red - cockaded woodpecker habitats. A consultant evaluated it for red - cockaded woodpeckers and I recall the value was very high. There is another recreational use that the lands out there offer, horse trails. Florida Wild Life highly supports this parcel. 6 11 11. y 12 , 2004 Ms. Sulecki: We will have additional reports in September and October. C. Coordinator Updates a. Monthly Application Totals / Second Cycle Status Update Ms. Sulecki refers to materials distributed to committee members and presents the following: • We have added 10 acres in the sending lands • Received another application for 15 late Friday • Both from our outreach letters • Received a few more interested calls • Total of 230 acres under review, not including the multi - parcel projects • The costs to $14,000 per acre, that number always changing b. State Partnership Issues Update Alexandra Sulecki reports: • No movement on Malt due to conflicts with public access. • If no movement forward they will proceed to development • We discussed pulling from state and we will pursue it. • We are pursuing appraisals and are close to ordering • This is on A -list and we are prepared to move forward Mr. Carlson asks about the potential value? Ms. Sulecki: Originally $1.5 million, then $4 million; possibly $4 -5 million now. c. Multi - Parcel, Multi -Owner Projects Discussion / Update Alexandra Sulecki provides maps to illustrate the information and notes that property values are escalating quickly now. i. Winchester Head Alexandra Sulecki indicates on map • We received a verbal offer of $70,000 from a grant from the Big Cypress Basin Board; we will use these funds to outsource administrative help, to acquire properties as quickly as possible. • I have given you a proposal in your packets from a firm who is interested in that. • We have four applications now and hope to present the report at the September 9`t' meeting. ii. North Golden Gate Estates Unit 53 Alexandra Sulecki indicates on map. • Three parcels under appraisal review right now • We sent a letter to the GAC Trust Committee advising of our interest in a 7 acre parcel 7 1611 A5 July 12, 2004 iii. Gordon River Corridor — Update on June 9`h County Workshop • Have not received any applications; Fleishman parcels are not under review yet ts for the September 91h meeting • Three parcels are under evaluation; have the Southwest Florida Land Preservation Trust. • Recently I learned of an organization lled They have completed part of a pathway. • I will be attending a meeting. The Southwest Florida Land Preservation Trust is a 501(c) 3. It started in the late 1980's. They were working on bicycle and pedestrian paths along the Gordon River. Their pathway is located on the northwest corner of the airport. They have some plans for afoot bridge over the Gordon River. (Illustrated photos of the pathway) Ms. Prosser: Alex I believe Scott Cameron and Pat Carol on still on that committee. Can you tell me where that meeting is at noon? Ms. Sulecki: It's at Mr. Cameron's office. Nancy Payton comments on the pathway located near the airport and submits that it is quite insufficient and uninviting. There are very little trees until you get down to the Australian Pine Forest, the parking is inadequate and the trail is uninviting. d. Setting cut -off date for second cycle applications Ms. Sulecki proposes a cut off date of July 31". This will allow time for research, visits, evaluations and reports of the properties. Then you can rank in November and we can get to the Board of County Commissioners in December and January. Mr. Poteet suggests that August 6`h would be a better date, giving the public more time and makes a motion to use that date. Mr. Kris seconds Ms. Lawson: Last year's cycle, my recollection is that you did extend the deadline for some applications. Nis. Sulecki: That was correct. However, last time a lot of applications came in at the last minute and it was difficult to get the reports out in time. If something wonderful comes in the day after the deadline I would certainly accept it. Motion carries 7 -0. e. Miscellaneous Nis. Sulecki: We have received a $16,000 contribution from mitigation by a private developer for a code enforcement case. Also I met with Lee County staff to discuss the projected greenways so we can be aware of potential parcels to coordinate greenways. (Ms. Sulecki illustrates potential areas on the map.) 0 IA 5 16 l 1 y. 2004 D. Budget Projections William Lorenz, Environmental Services Director, presents the following: • We have proposed ' /a mil for FY05; the board approved that. The next meeting is to adopt the tentative mileage rate on July 27`h; public hearings will be in September. • With $28 million reserve in the year 2013, projected land management costs could be satisfied for 25 years. • This is also based on capping land acquisitions at $75 million, I recognize that is an issue but we needed to use a starting point. • Currently, the ordinance requires 85% fro land acquisition and 15% for land management. The way I've set this analysis up, we have to modify the number to 25% allocation for land management costs. Our land management projections are still fairly uncertain. • Given the land acquisition cost of $75 million our projected contribution to land management is 27.5 %. Ms. Prosser asks how the land management percentage evolved from 15% to 27.5 %. Mr. Lorenz: 15% is the number from the ordinance. What I actually have done is calculated the expected land management costs, from 2004 to the year 2038. Those calculations dictate that we need 27.5 %. Thos numbers are not certain and can be modified. Ms. Prosser: I certainly would like to know more about this within the next few months. Mr. Carlson: My surprise was the $75 million cap. I can remember us saving that there will be 1/4 mil tax and we think that will reflect in a $75 million cap. I remember it as being a projection and not a cap. Where did this come from? Mr. Lorenz: From the county manager's office and budget office. that is their understanding. We have asked the county attorney's office to give us a reading. Perhaps no may be the time to have Mr. Petitt give us some information. Mike Petitt, Assistant County Attornev: The answer is not finalized. The ballot question has been looked at but I am not prepared to give a final answer today. I should have an answer this week and I prefer to present it in writing. Ms. Prosser states that her understanding was that there was never intent to cap this at S75 million, she agrees with fir. Carlson. The ballot language was to bond $75 million and of course you would have to take more in for the debt service. y Mr. Carlson: I would tell you that the people that I deal with would consider it a great asset if the program did generate additional moneys. My constituents would be eery disappointed if the program was capped. Mr. Poteet: At first. I thought it was $75 million until I reviewed an article from the :Maples Daily News from November 2000. It basically says the Board of County Commissioners officially approved an ordinance for ',4 mil tax to purchase $75 million worth of green space. It doesn't say more than $75 million: I think the general public has this type of conception. I'm not against spending more than S75 million, as the price of real estate goes up our projections of how much land 9 16 1 01A July 12, 2004 we could purchase is going down. I think we need to let the Board of County Commissioners know that this issue has been brought before us and that we need direction from them. Mr. Lorenz: In terms of timing, I think it would be important to have direction from the Board of Countv Commissioners as we go into ranking our second cycle properties. We expect the ranking cycle to take place in November. Brad Cornell, Collier County Audubon Society: I want to make it very clear on record that the Collier County Audubon Society strongly supported this ordinance. The only cap ever mentioned was the' /4 mil. The $75 million was all that we could Guarantee. All we could conservatively assure was the $75 million. The bond is only one part of it; that is the only thin- you have to go to the voters for. The Board of County Commissioners can, of their own volition, have 1/4 mil. It occurs to me that we have focused on a lot of urban parcels. Those urban parcels require a lot of management money. I think there is a rural component and there are opportunities to purchase larger acres that are less expensive to manage. Ms. Lawson: I have a question, in your understanding, are we required to spend a certain amount every year? For example, are we able to reserve some acquisition funds for an upcoming property? Mr. Cornell: That is a legal question. I don't think it requires you to spend every year. The process is set up to work every year. It certainly is beneficial to purchase the land up front, considering the property values. Ms. Payton: If you look at Conservation Collier literature it clearly states 1/4 mil for 10 years. The bond was there to jump start the program. The storm water fund is may be projected to take money awav from Conservation Collier. The Board of Countv Commissioners has made it a program that will come out of the current mileage rate. Something has to give. Another issue is if the Homestead Exemption is increased that's less money that is coming into the county and they will look for other sources. VI. Subcommittee meeting reports Budget — Ellin is absent. Outreach — Mr. Poteet reports that there was a discussion about mitigation and there will be a meeting immediately following this meeting. Land Evaluation — Marco is absent. Ordinance Policy — No meeting and none scheduled. VII. Committee Member Comments Ms. Prosser: Can we have an update on the Fleishman land issue. 10 A 5 16 112,2004 Mr. Lorenz: I have no other information on the property north of the parkway. Ms. Sulecki: A contractor has been selected to do that plan and the plan is not done yet Ms. Prosser: That's the Fleishman property north of Golden Gate Parkway. The Board of County Commissioners has appointed a Blue Ribbon panel to evaluate the Fleishman property that is part of zoo and surrounding acres. We are looking at the issue of referendum that would be on the ballot this fall to have a mileage increase of .15 up to $40 million to purchase the Fleishman land that is south of Golden Gate Parkway. We will launch a campaign to notify the public. I want to make sure that members of this committee are up to date on Conservation Collier's involvement in this issue. We recently received a memo that we had one more opportunity to amend the language of the ballot question. y Mr. Pettit: The July 15`h date is a practical administrative not a legal bar. Mr. Lorenz: Conservation Collier funding portion would be the value of the property of undeveloped property that contributes to conservation. Mr. Carlson: Based on the minutes of last month's meeting I think I read that there was a potential for well field in Unit 53. I would like to see a 20 year plan for where this county is planning on putting the well fields. Mr. Delate: If I recall, the wells in question would be deep aquifer wells and would not affect the surface waters. Mr. Carlson: Why put these wells in Unit 53, an area that we are trying to protect? Why not put them elsewhere? Why not put the wells along the canal right of way along the fairgrounds? Ms. Sulecki: Those wells were going to be put along the roadway easement. I do not know why. Ms. Lawson: I think I recall from the presentation that the storm water people were going to try to piggy back on our property that we had already acquired and they would ask for a small piece. Ms. Sulecki: It also had to do with distance: they had to locate wells at specific distances apart. That might go a long way to answering your questions. VIII. Public Comments None IX. Staff Comments 161J�A� Ms. Sulecki: Lands Evaluation and Management had a meeting with 25 people attending and contributing comments on our development of the interim management plan and our final management plan. We are in the process now of drafting an interim management plan for the Visnich parcel. Mr. Lorenz: Interim management plans need to be approved within 60 days of acquisition, according to the ordinance. Ms. Prosser compliments staff again on an extraordinary job. X. Adjournment Ms. Lawson moves to adjourn. Mr. Delate seconds. The motion to adjourn was passed 7 -0 at 11:18 am. The next CCLAAC meeting will be August 9th at 9:00 AM. There being no further business for the good of the County of Collier, the meeting was adjourned by the order of the Chair at 1:18 AM. Conservation Collier Land Acquisition Advisory Committee Chairperson (Kathy Prosser) 12 Fiala _ ✓` Halal 1611 A, Henning Coyle COLLIRR OVERNMENT Pelican Bay Services Division 801 Laurel Oak Drive • Suite 605 • Naples, Florida 34108 • (239) 597 -1749 • Fax (239) 597 -4502 NOTICE OF PUBLIC MEETING NOTICE IS HEREBY GIVEN THAT THE PELICAN BAY SERVICES DIVISION BOARD WILL HOLD A PUBLIC MEETING ON WEDNESDAY, AUGUST 4, 2004 AT 3:00 P.M. AT THE COMMONS, 6251 PELICAN BAY BOULEVARD, NAPLES, FLORIDA 34108 AGENDA 1. Roll Call 2. Approval of Minutes of the July 7, 2004 3. Public Participation 4. Chairperson's Report County Manager's Proposal President's Council 5. Sub - Committee Reports Board of Clam Bay Sub - Committee Interior Channels Clam Bay Annual Monitoring & Improvement Schedule Beach Renourishment System III & IV Berm and Retention Area Improvement! Budget Sub - committee Capital Program Funding Cost Reduction Example of "Top Tier" presentation 6. Administrator's Overview Capital Projects Gulf Park Drive Irrigation and Landscape Improvement; Community Issues Sidewalk Overlays and Repairs Oakmont Extension Improvements 7. Committee Requests 8. Adjourn RECEIVED JUL 2004 Gountr Cotmmissloft s All interested parties are invited to attend, to speak and to submit their objections, if any, in writing, to the board/committee prior to the meeting if applicable. Any person who decides to appeal a decision of the Board or quasi - judicial board will need a record of the proceedings pertaining thereto, and therefore, may need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Pelican Bay Services Division Office at 597 -1749. a . 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James Burke Mr. Donald Spanier Mr. John Domenie (Absent) Mr. Edward Staros Mr. John laizzo Mr. George Werner Mr. Glen Harrell ALSO PRESENT: Ten (10) Pelican Bay residents; Deputy Carmine Marceno Collier County Sheriff's Office; Mr. Tim Hall and Ms. Kara Cave, Turrell & Associates; Mr. James P. Ward, Division Administrator, Pelican Bay Services Division and Mrs. Barbara Smith, Recording Secretary. AGENDA: 1. Roll Call 2. Approval of Minutes of the June 2, 2004 meeting 3. Public Participation 4. Chairperson's Report Mr. Seblatnigg, Mr. Kinney, Mr. Ward and I met — covered subjects of mutual Interest Foundation Board Meeting issues of interest Commissioner Halas meeting Planning August and September Board Meetings 5. Sub - Committee Reports Clam Bay Sub - Committee Interior Channels Clam Bay Annual Monitoring & Improvement Schedule Beach Renourishment Budget Sub - committee Brief review of Fiscal Year 2005 Budget Capital Program Funding Example of "Top Tier" presentation 6. Administrator's Overview Capital Projects Gulf Park Drive Irrigation and Landscape Improvements Community Issues Sidewalk Overlays and Repairs Pelican Bay Boulevard Resurfacing Oakmont Extension Status 7. Committee Requests 8. Adjourn ROLL CALL Mr. Carroll asked that the Record reflect that all members are present with the exception of Mr. John Domenie with an excused absence. _�i88 Pelican Bay Services Division Board July 7. 2004 1611 A 6 APPROVAL OF THE MINUTES OF THE JUNE 2 2004 REGULAR MEETING Mr. Nordhoff moved, seconded by Mr. Werner and approved unanimously the Minutes of the June 2, 2004 regular meeting. SPECIAL AWARD Mr. Carroll announced that Mr. Glen Harrell is leaving the Board. Mr. Harrell has been a member of the Pelican Bay Services Division Board for ten years as a representative of the commercial interests in Pelican Bay. His contribution went far beyond just representing the commercial area. Mr. Harrell, we hate to see you go and to remember us by we are presenting you with a bowl, which is inscribed "Mr. Glen Harrell, in recognition of your leadership and valued commitment to the Pelican Bay community, Pelican Bay Services Division Board Member, February 1994 through July 2004 ". Mr. Harrell replied, "Thank you very much ". It has been a lot of fun and these Board Meetings are one of the things that you hate to love or you love to hate, I am not sure which. Every once in a while you come to a meeting and say I don't want to do this again. The hardest issues are where both sides are right and the easy issues are where one side is wrong and one side is right. It has been great. Mr. Carroll has to be at the top of the Chairman group. I really feel proud to have been associated with you. This Board is comprised of very dedicated people who not only represent the commercial interests in Pelican Bay as Mr. Staros and I have, but you are the residential representatives. For me, it is a job and I am just changing jobs, which does 5789 Pelican Bay Services Division Board 1611 a 6 July 7, 2004 not allow me to continue on this Board. For you, this is your life and it has been great to be associated with you and thanks for putting up with me for so long. Also, thank you Mr. Ward and Mrs. Smith. Mr. Carroll asked, 'What can you tell us about the future "? Mr. Harrell replied, "Being in the shopping center business and being that this is a community of shopping centers, both new and existing, as well as forthcoming, almost anything in the shopping center business is competition and I have elected to keep that quiet at this point ". I know it will come out later and is something very exciting for me both personally and professionally. It will keep me in Naples and is something that the new owners of Waterside don't know yet. Before we even started building, we put stakes in the ground and people were walking around in the sand saying over there is the Polo Building and over there is the Silver Spoon Cafe. It was real exciting to see Waterside change and the next changes will be very beneficial to the community. One of the reasons I wanted to announce leaving now is that on July 21s` there will be a public meeting with the residents of Pelican Bay. We are working with the Foundation to put the announcement on the Cable Channel and sending out mailings to let people now about the changes that are coming. I felt really funny that if I was not going to be involved in the future, not to be a part of that meeting, but I will be there in spirit. The competition change has been for the better and we have some real good plans for Jacobson's and its replacement. It won't be a department store, but if you wait until July 21$`, you will hear some good stuff. Mr. Staros stated, "I am thrilled that you are going to stay in town and thrilled that our friendship can grow again ". Because of the Sunshine Laws we have not said boo to each other in quite some time ". PUBLIC PARTICIPATION Mr. Robert Mikelson — Oakmont resident — "Last month I raised the question on maintenance of the walkway around the lake in Pinecrest ". As I read the paper, the maintenance issue has been resolved and that the Pelican Bay Services Division is going to continue to maintain the area. In walking yesterday I noticed that there is a railroad tie down along the walkway and was wondering when the maintenance of those ties is scheduled? 5790 Pelican Bay Services Division Board 1611 A 6 July 7, 2004 Mr. Ward replied, "We don't have a specific program in place to replace those ties, so as they deteriorate my staff will take the appropriate steps to replace them on a periodic basis throughout the year ". If there is a specific problem area, please let Mrs. Smith know exactly where it is and we will look at it to see if we can address that specific area for you. Mr. Mickelson replied, "There is a railroad tie that has fallen out and is laying along the water area near Pitch Apple Lane ". I thought there was something in the budget for this year? Mr. Carroll replied, "The maintenance will be taken care of and that is what we call maintenance ". CHAIRPERSON'S REPORT COLLIER COUNTY PROPOSAL Mr. Carroll stated, "There has been a proposal made to the Foundation by Collier County, which was highlighted in a memorandum that was put out by Commissioner Halas". The memorandum was called Rumor Control, where Commissioner Halas has endeavored to write comments on various rumors he has dealt with. One thing in particular that was highlighted has to do with beach access. What has happened is that the County Manager, Jim Mudd, has made a proposal to the Foundation to do certain things for public convey with a trade off. The trade off being that right now the Foundation controls the covenants on the parking lot near the Registry Resort. Apparently, longer term, the County is looking at the possibility of a garage going in that area such as the one they are moving forward with near the Ritz Carlton Hotel. There are other trade offs and the Foundation has not as yet responded to this proposal. This particular memorandum suggests that that proposal has been made and hopefully the Foundation will respond. Mr. Ward and I were not aware of this proposal until about ten days ago when Mr. Ward was having his regular meeting with Mr. Mudd. Mr. Ward, can you put more specifics around the trade off? Mr. Ward replied, "It is my understanding that in order to solve a number of issues that have been outstanding in Pelican Bay for some time, the County Manager had proposed some solutions to those problems ". The County would take the problem of beach access through Pelican Bay off the table. They would be in a position to put a covenant over the Clam Bay 5791 Pelican Bay Services Division Board July 7, 2004 1611 p (, System in the form of a Deed Restriction to preclude that from happening at any time and certainly within our foreseeable future. The County would clarify the ownership of the berm to be in the name of the Foundation. The County would ensure, in some way, shape or form, that access from Crayton Road into Park Shore would not be opened and in return they were asking from the Foundation that the Deed Restrictions be lifted on the County Parking Lot adjacent to the Registry Resort to allow for a multi -tired parking structure. They also requested that the Foundation approve moving some of the PUD density to allow for an expansion of the Registry Resort, whether that was commercial space or rooms. That was essentially my recollection of the deal that the County had offered the Foundation. Mr. Sutphin asked, "How long has this deal been on the table "? Mr. Ward replied, 1 am not aware of how long it has been on the table, but I think it has been there for some time ". I did not delve into that issue with the County. Mr. Carroll replied, "I think it has been a couple of months ". Mr. laizzo asked, "How many levels will that parking be "? Mr. Ward replied, "Other than what I indicated to you, that is the framework for the discussion between the County and the Foundation on how to solve what seems to be monumental issues and most importantly the beach access issue ". We didn't talk about the details of the size of the parking structure. Mr. laizzo asked, "Did that property belong to them originally'? Mr. Ward replied, "It is owned by the County". Mr. Werner stated, "You said some of these specifics were contained in a memorandum from Commissioner Halas "? Mr. Carroll replied, "Yes, it is very brief'. I can even read it to you if you like. Mr. Werner replied, "Even better, I would like a copy of, it ". It is public information, right? Mr. Carroll replied, 'The details that Mr. Ward was mentioning and I was outlining are not in this memorandum at all ". That was just a comment that the County Manager has approached the Foundation with a proposal and that the County Manager is waiting for a response. Mr. Werner stated, "I am curious why that hasn't been in the newspaper". 5792 Pelican Bay Services Division Board July 7, 2004 Mr. Carroll replied, "It hasn't ". Mr. Ward stated, "It will be now". 1611 A 5 Mr. Spanier stated, "I think that it speaks volumes that what Mr. Ward can recollect from that meeting made no mention of the contentious issue of how it affects Pelican Bay'. The most contentious issue that I can recall over my several years of residency has to do with Cap d'Antibes. Part of the dynamics of the annexation move, without a doubt, is the fact that there was great dissatisfaction and great deal of skepticism about a continuation of how the County has, without reference to the residents of this community, made permitting decisions. I would move that this Board go on record that we at least be consulted on the contents of any Memorandum of Understanding and specifically that it address the issue of future permitting within Pelican Bay. Mr. Carroll stated, "The number one issue was not permitting, it was beach access ". Beach access would have been number one and permitting was on the list, but my third hand interpretation of this is that Mr. Mudd was addressing the beach access issue, which has been so high on our priority list. That does not mean that he won't address the permitting issue. Mr. Spanier replied, "I think that it ought not be entirely Mr. Mudd's initiative ". I think beach access is number one to you and the overturning of due process and concentration in the permitting experience that we have is number one to me, are matters of opinion. I am saying that in any discussions or considerations, Mr. Seblatnigg and Mr. Mudd should know that there is a profound concern in this community over the way permitting has been handled. Mr. Werner asked, 'What new permitting do we have to go in Pelican Bay "? Mr. Spanier replied, "Who knows "? Mr. Werner stated, "There is none ". Mr. Spanier replied, "It keeps changing ". Mr. Werner stated, "There are no further high rises to be built and there may be some building at the Waterside Shops if they are going to make changes ". The horse is already out of the barn. 5793 Pelican Bay Services Division Board July 7, 2004 built ". 1611 A 6 Mr. Spanier stated, 'We still have the open issue that Cap d'Antibes has not yet been Mr. Harrell stated, "It appears to me that is an issue that the Foundation is going to address with the County Manager". Your comments might be better served to the Foundation, who is being asked to respond. Mr. Spanier replied, "I am not commenting as an individual property owner ". I am commenting as a member of a Board that as I understand it, has among it's functions, conveying to the Board of County Commissioners the sense of what is acceptable, unacceptable and of concern within this community'. That is what I am proposing to my colleagues on this Board. We are not going to see what Mr. Mudd proposes to Mr. Seblatnigg and there are issues that we feel should be in the center of those discussions and that we put our point of view forward. stated "? Mr. Carroll asked, "Are you making such a motion "? Mr. Spanier replied, "I am making such a motion ". Mr. Carroll asked, "Is there a second "? Mr. Burke replied, "I would second that motion ". Mr. Harrell stated, " I want an explanation of the motion so that it is clear to me ". Mr. laizzo asked, "Is it outside of our jurisdiction to know what Mr. Spanier has just Mr. Carroll replied, "I believe it is outside of our jurisdiction ". We can express an opinion, but that is about all. Mr. Burke asked, "Is the permitting within our jurisdiction "? Mr. Ward stated, "If I understand the motion, it was to ask that any Memorandums be reviewed by this Board prior to some action being taken ". Mr. Carroll stated, "It had something to do with the permitting ". Mr. Spanier replied, "Since I made the motion I will clarify it ". My concern is that in this ambiguous area that we have tried to redefine over the last year or so, of what the functions, responsibilities and scope of this Board are, the matter of our obligation to convey to the Commissioners our collective institutional viewpoint of the concerns of this community as it bears 5794 Pelican Bay Services Division Board July 7, 2004 1611 A6 on matters of Para municipal facilities is a very real responsibility. It is that I am addressing. I am saying that I am moving that this Board, as an institution express its' direct concern with being a party to these discussions, particularly as it affects the permitting process within Pelican Bay and that we are especially concerned at the disquiet that has existed and does exist among the residents at the way in which permits are being issued and have been issued to changes to our original PUD. Mr. laizzo stated, "I am going to abstain from voting ". Mr. Harrell replied, "You cannot abstain unless you have a conflict of interest and then there is a form that has to be completed stating your conflict ". Mr. Ward stated, "You are required, as a public official, to vote on any matter that appears before you unless you have a conflict and the conflict is defined as something that is a reward to your personal benefit on the decision that you make ". I am not aware that this motion would do that and as such you are required to vote yea or nay. Mr. Spanier moved, seconded by Mr. Burke and defeated by a vote of 812 that this Board express its' concern to the Board of County Commissioners regarding the permitting issues in Pelican Bay. Those voting for the motion were Messrs. Spanier and Burke. Mr. Sutphin stated, "I have to assume that this proposal has been on the table for some period of time ". It bothers me as a citizen and a member of the Foundation that something of this magnitude and other than Cap d'Antibes, I can't think of anything that has enflamed this community more than the threat of public access to the beach through the mangroves, that the leadership of the Foundation would choose to treat this in secret. I am extremely concerned by it. I don't know that it is the purpose of this Board to criticize the Foundation, but I am certainly not a happy camper. Mr. Burke stated, "Mr. Connell and I were at the Commissioner's Meeting in June and the only issue that he brought up concerning Pelican Bay was the request for money for the cattails ". Mr. Carroll stated, "It probably wasn't from that meeting ". The memorandum was commentary from Commissioner Halas's April 2004 Rumor Control on Annexation ". 5795 Pelican Bay Services Division Board July 7, 2004 1611 A 6 Mr. Werner stated, "Mrs. Smith is going to need a copy of that memorandum ". Mr. Roellig stated, "My concern is that while it is nice to negotiate with Mr. Mudd, on many issues the Commissioners will always end up saying that they make the decisions and not Mr. Mudd ". I would be very cautious about any agreement with Mr. Mudd because the Commissioners can change anything that Mr. Mudd would negotiate. It has no impact on what the Commissioners do. Mr. Werner stated, "I would assume that the Commission would have to approve Mr. Mudd's actions ". Mr. Roellig stated, `They would have to approve it, but they might just throw out all of the negotiations and put something else in also ". Mr. Ward stated, "I do think that from my discussions with Mr. Mudd that it was a good faith attempt on behalf of the senior staff of the County to try to resolve all of the permitting issues that are outstanding in this community". The proposal that they have put on the table is an excellent proposal and should be seriously looked at. MR. SEBLATNIGG, MR. KINNEY, MR. WARD AND I MET — COVERED SUBJECTS OF MUTUAL INTEREST Mr. Carroll stated, "Mr. Seblatnigg, Mr. Kinney, Mr. Ward and I met and covered several subjects of mutual interest ". We decided that this was a productive thing to do and we hope to be able to do it on a fairly regular basis. What we will cover in that meeting is overlapping issues. An example is the Oakmont situation where property is owned by the Foundation and maintained by the Pelican Bay Services Division. The Foundation has asked us to continue our prior role. The one issue we have added is the capital projects and they become a joint effort. We went pretty much on our own with the Oakmont Lake Project and really didn't have the Foundation with us and we got into a confrontation on that issue. Hopefully, our working together will completely avoid those situations and if there were any covenants to be exercised, the Foundation would take care of that. Covenants are the Foundation's responsibility and we would not have to deal with that at all. 57% Pelican Bay Services Division Board July 7, 2004 1611A6 Mr. Carroll explained, "The water management situation is still our responsibility and it does tend to override other things, but there is no change in that program or our responsibility in that area ". Mr. Roellig stated, "At the last meting Mr. Kinney indicated that we would get a written response of delegation of authority, apparently they haven't achieved that yet "? Mr. Carroll replied, "No, they have not achieved that yet ". I think they are hoping that it goes away with our getting together to work out these issues and without any formal document would be the way to go ". Mr. Roellig replied, "I would tend to not agree with that ". Every time something comes up we are going to have to query them to get something in writing to see whether or not they approve of us working on their property". This is something that they promised to provide and I think they should provide it. Mr. Carroll replied, "We can bring that to their attention ". We didn't actually pursue that particular point. I know you and others are still annoyed by the letter that we got regarding the covenants. We tried to settle that by indicating that we are not going to deal with the covenants. Mr. Roellig replied, "I am not annoyed with it, it is just a matter that they sent a letter to my home threatening injunctions and I simply think they should clear up that letter'. One letter should clear up another. Mr. Carroll replied, 'We will pass that on ". FOUNDATION BOARD MEETING ISSUES OF INTEREST REGISTRY RESORT TENT Mr. Carroll stated, 'The Registry Resort is requesting approval to place a tent, in effect replace a couple of tennis courts in the Crayton Road area of the Registry Resort property". I guess this is to handle overflow from the hotel. There was considerable discussion from nearby neighbors and that is not an issue that we have to deal with, other than be aware of the fact that it is going on. Mr. Staros explained, "There are very stringent County restrictions on the use of a tent ". The Ritz Carlton had to go through that at the Golf Resort. 5797 There are very firm restrictions Pelican Bay Services Division Board July 7, 2004 16 11 A 6`4 because we dealt with that for a temporary use tent. I believe it is twenty -eight days a year that the tent can be put up for different events. Mr. Carroll stated, "I could tell from the discussion that this was a long way from being approved ". Mr. Harrell stated, "Maybe the Pelican Bay covenants are less than that or more restrictive ". Mr. Staros replied, "They could be ". The whole idea of tent restrictions is that they don't want to have firecracker stands in the County, so there are certain time limits that a tent can remain in place. Mr. Carroll stated, "There was also a concern from neighbors about noise ". NO PERMIT FOR THE COMMUNITY CENTER Mr. Carroll reported, "There is still no permit for the community center ". Mr. Harrell asked, "How long has that application been in "? Mr. Carroll replied, "The Foundation was hoping to start work the week after Easter ". Mr. Spanier stated, "The Application has been in since April ". That was a matter of discussion at the Men's Coffee, along with the report from Mr. Grossman who has been driving the car on design and the letting of contracts. The Foundation is facing serious budgetary problems now because the figures that they had received from the contractors are no longer applicable, in addition to which there is not adequate space in these facilities to accommodate many of the events that are desired. This matter of the delay on the part of the County, again to the majority of you is not a concern of our Board; I know it is going to cost us in our pocketbook and in inconvenience in using our facilities. I would be curious if Mr. Seblatnigg or Mr. Kinney have expressed any theory as to why they have not been able to get a permit from April to the beginning of July. Mr. Carroll replied, "I think it has been an ongoing back and forth process where certain items didn't meet code or standards and they had to go back to the Foundation for modification ". It has gone back and forth several times in trying to hammer out the problems. Mr. Harrell stated, "If it was submitted in April, it is not that big of a deal ". 5798 Pelican Bay Services Division Board July 7, 2004 16 1 A 6 Mr. Carroll stated, "It was submitted in December'. Mr. Harrell stated, 'The perfect process can be six months without having to make any emergency calls and that is just about where it is now". Mr. Carroll stated, 'This is just informational and is obviously a concern ". FOUNDATION MEETING WITH EDITORIAL BOARD OF NAPLES DAILY NEWS Mr. Carroll stated, "The Foundation decided to have a meeting with the Naples Daily News Editorial Board ". Several of the Board Members met with the Board and the main purpose was to acquaint them with Pelican Bay and to try to increase their knowledge and better understand what we are about. I did not think it was appropriate and chose not to attend. COMMISSIONER HALAS MEETING Mr. Carroll stated, "I made a pitch to Commissioner Halas that they reappoint Mr. Roellig to the Coastal Advisory Committee and I struck out there ". Commissioner Halas chose not to do that. The vacancy was republished and several others have applied, including Mr. Roellig. Commissioner Halas made it clear that he was not going to select Mr. Roellig. Mr. Roellig stated, "I have been a big proponent of beach maintenance and Commissioner Halas is a big proponent of beach access ". Mr. Carroll replied, "It was not stated in those words, but I think you are right ". BEACH RENOURISHMENT Mr. Carroll stated, "The beach renourishment is up in the air'. We had a lengthy discussion at the Clam Bay Sub - committee Meeting and beach renourishment was covered in some detail. I believe all of our members were there with the exception of Mr. Harrell and Mr. Staros. Mr. Burke stated, "As everyone knows we had budgeted $800,000 to cover Pelican Bay's share of the beach renourishment ". It appears now that. the FDEP is probably going to bureaucratically hold it up long enough that the beach renourishment will not be done this year and could very well possibly not be done next year. For a lot of various reasons, beach renourishment could be off somewhere down the line. It was also discussed that even if they 5799 Pelican Bay Services Division Board July 7, 2004 1611A6 7 , were to move forward with the County's portion of beach renourishment there may be some reason for withholding approval for the Pelican Bay beaches. Mr. Carroll stated, "It was a point of real concern that our beach might be excluded because of the amount of hard bottom that we have and its' relationship to the shoreline ". That certainly has not been decided, but Mr. Ward has indicated that was an issue when we got the permit to open the pass some years ago. The issue is out there and we just have to keep tuned to it. The fact that it has been shoved off another year provides us some opportunity to review it. COUNTY CATTAIL FUNDING Mr. Carroll stated, "I did ask Commissioner Halas for County help on funding cattail removal ". That is a $1,900,000 project that Mr. Ward had recommended to be placed in the budget for County funding. As you might have expected, it did not fly, but the main point that Mr. Ward is making is that the cattails have become a real issue and they need to be removed and the County needs to pay for that removal. Whether we ever sell that issue, it remains that we have an area out there that a fair number of people in Pelican Bay are not happy with. That issue is on the table only for education purposes. We have no money in the budget for that project. Cattail removal is unfunded and still remains an issue. Mr. Roellig stated, "We do have funds in our original plan for incremental cattail removal in the amount of $50,000 ". now "? Mr. Ward replied, "Yes, but we took that out because we added $1,900,000 ". Mr. Roellig asked, "Does that mean that we have nothing in the budget for cattail removal Mr. Ward replied, "I don't think so, but the way the County is structured and that particular fund is budgeted, there should be something in there, but I just don't know what the number is at this point ". PLANNING AUGUST AND SEPTEMBER BOARD MEETINGS Mr. Carroll stated, "Last year we skipped the August and September Board Meetings and several of you mentioned that you did not think that was good idea ". You felt it was too long between meetings and you forgot what we were about. I have decided that we will have an 4"500 Pelican Bay Services Division Board J. A 6 July 7, 2004 August Meeting. I would like to find out what our attendance will be and we can handle one or two people on the telephone if you are going to be available to do the meeting via telephone. I observed one of the Foundation Board Members join the Foundation Meeting via telephone last week and it was quite effective. Can I get a show of hands on those that will be able to attend the August Meeting? The consensus was that there would be a quorum for an August 4, 2004 meeting. Mr. Carroll asked for a show of hands for availability at a Board Meeting for September 1. The consensus was that there would be a quorum for a September 1, 2004 meeting. SUB - COMMITTEE REPORTS CLAM BAY SUB - COMMITTEE INTERIOR CHANNELS Mr. Burke stated, "As you know we now have a complete map of our existing and proposed channels ". Mr. Hall has submitted a proposal for the additional channels to be dug over a two -year period in a sum of $320,000 as identified on the maps. As you know we have budgeted $150,000 for the upcoming year, do we have to make the proposal to the full Board? Mr. Carroll replied, "Yes, it is budgeted at $150,000 and you may need some direction from the Board ". We want $150,000 worth of channels. Mr. Burke stated, "Turrell is going to provide an updated map showing the location of the additional channels for the $150,000 ". years ". Mr. Carroll asked, 'Would we do the balance of the channels the following year'? Mr. Burke replied, "Yes, the work will be done in different portions over the next two Mr. Carroll stated, "The way I understand it, there is nothing really wrong with doing this work over a two year period ". Mr. Hall replied, "It accelerates our schedule ". We had it scheduled over a five -year period and have cut it back to two years. Mr. Burke stated, "It has been pretty clearly identified that this is a very positive thing to do to keep the water moving and the area flushing ". It is money well spent. 5801 Pelican Bay Services Division Board July 7, 2004 1611A 6 Mr. laizzo asked for clarification. We are going to spend $150,000 next year for channels and the following year we will spend approximately $170,000. Will this complete all of the channel cuts required? Mr. Burke replied, "Yes, and then it will be a maintenance program only'. Mr. Carroll asked, "Is there any question on the Monitoring and Improvement Schedules "? There was no reply. BUDGET SUB - COMMITTEE BRIEF REVIEW OF FISCAL YEAR 2005 BUDGET Mr. Sutphin stated, "The Budget has been finalized and contains all of the modifications that were approved by the Board at its' last meeting ". The resulting assessment is $474.43 per ERU. The increase from this year's assessment is driven largely by the $800,000 that is in the budget for beach renourishment. Obviously, as a result of what has just been reported on the unlikelihood of beach renourishment happening, I believe the Budget Sub - committee is going to have to take a look at alternative uses for those funds and make a recommendation to the Board as to how to proceed. It will not impact the Budget because the budget is now cast in concrete, is that right Mr. Ward? Mr. Ward replied, "Correct ". Mr. laizzo asked, "I thought that if the $800,000 was not used for beach renourishment it would go into irrigation "? Mr. Sutphin replied, "Exactly, and we had discussed that ". Now that beach renourishment not happening appears to be a reality, I would like to schedule a Budget Sub- committee Meeting this month and come back to the Board with a recommendation for an operating modification to next year's capital plan. If we are going to do irrigation and want to execute those projects, Mr. Ward needs to go out and get quotes and start the wheels turning. Mr. laizzo stated, 'We have all of the numbers, I thought it was already priced out "? It was just a matter of shifting the money if one program folded. Mr. Ward stated, 'We need to do what Mr. Sutphin is suggesting ". 5802 Pelican Bay Services Division Board 1611A6 July 7, 2004 Mr. Carroll asked, 'Will the $474.43 get rounded "? Mr. Ward replied, "No ". Mr. Sutphin stated, "The $1,900,000 in County funding has disappeared from the budget and it is no longer in there ". It was a great idea that didn't happen. Mr. Nordhoff asked, 'Wasn't that part of the $6,484,000 that resulted in the $474.43 "? Mr. Sutphin replied, "County contributions to Clam Bay should not impact the assessment one way or the other ". They are just funds that will not be available for work that will now not get done. Mr. Nordhoff stated, "On Page 18 of the Budget, the first item is the Cattail Removal Program $1,563,000 ". Mr. Sutphin replied, "That is gone ". Those were County funds that we had hoped to get, but did not. Mr. Werner asked, "When can we expect to get copies of the revised budget "? Mr. Ward replied, "We are about ready to print ". I am waiting for the final changes to come out of the Budget Office right now for purposes of the Public Hearing that we will have in September. I usually wait to get that to make sure it conforms to what we do. Mr. Werner stated, "I don't understand when you say you are waiting for the final changes to come out of the Budget Office "? Mr. Ward replied, "I just want to make sure that what the Budget Office has done is consistent with what we have sent them ". Mr. Carroll asked, "Is there a high probability that they will be the same "? Mr. Ward replied, "Oh yes ". I don't like doing it twice, so I just wait for it to come in, double check it and then we send it all out at the same time. CAPITAL PROGRAM FUNDING Mr. Sutphin explained, In view of the recent update on beach renourishment, we will address that at the Budget Sub - committee Meeting in two weeks ". EXAMPLE OF "TOP TIER" PRESENTATION 580; Pelican Bay Services Division Board July 7, 2004 ammol, Mr. Sutphin stated, `This was to have been a very brief audio /visual presentation which has nothing do to with this year's budget process ". Unfortunately we do not have the equipment to make the presentation so it will be rescheduled for the August Meeting ". ADMINISTRATOR'S OVERVIEW Mr. Ward stated, `The Gulf Park Drive Irrigation and Landscape Improvements are essentially completed at this point in time ". COMMUNITY ISSUES SIDEWALK OVERLAYS AND REPAIRS Mr. Ward explained, "We have been told that the balance of the sidewalk overlays should be completed within the next sixty days ". This work is essentially butted up against the end of the Fiscal Year every year and I assume that will be done. PELICAN BAY BOULEVARD RESURFACING Mr. Ward stated, "I have been advised by Transportation that the micro resurfacing of Pelican Bay Boulevard from the north entrance to Gulf Park Drive will be done during Fiscal Year 2004/2005 ". The balance, including Gulf Park Drive will be done during Fiscal Year 2005/2006. Obviously that will be dependent upon what the County Commission does with the overall budget at their Public Hearing during September. Mr. Burke asked, 'Was the bike lane issue part of this project "? Mr. Ward replied, "Yes, it was part of this resurfacing project, but it has gone away'. To my knowledge there is no intention of restripping Pelican Bay Boulevard to include a bike lane. Mr. Carroll stated, "Mr. Ward calls it a micro resurfacing, but I call it a seal coat ". Mr. Sutphin asked, "Is this micro resurfacing the German autobahn material that was featured on the news the other night and is supposedly able to last for ten years "? know ". Mr. Ward replied, "I live in Fort Lauderdale and did not see your local news, so I don't Mr. Sutphin stated, 'What I saw on the news was a cold coat that has been used in Europe for years and has exceptionally high wear characteristics ". It supposedly has better 5804 Pelican Bay Services Division Board July 7, 2004 1611 A6 traction during wet weather and it did mention that it was being used on eight or ten residential resurfacing jobs in Collier County. It is definitely superior technology. Mr. Spanier asked, 'What will be the impact on traffic along Pelican Bay Boulevard during the time of resurfacing "? Mr. Ward replied, "The County will usually close down two lanes of the Boulevard and redirect traffic on to one two -lane section while they do the resurfacing and then open it up the following day and flip it. Mr. Sutphin stated, "One of the big advantages of this, according to the news report I saw, was that you can drive on it one hour after the resurface has been applied ". Mr. Carroll stated, "Mr. Ward you may want to check into this material ". OAKMONT EXTENSION STATUS Mr. Ward explained, "Now that we are over our issues with the Foundation, we are proceeding forward with the improvements to the Oakmont Extension to make it look, feel and smell like any other Pelican Bay road ". We have put a schedule together for the improvements that are going to be made, most of which are being paid for by the Foundation, other than the streetlights. We are purchasing the streetlights to conform to the street lighting system that you have throughout the balance of the community. By the first part of August, that renovation project will be completed and will essentially look, feel and smell like the rest of Pelican Bay Boulevard. Mr. Sutphin stated, "I know that the Foundation is paying for it, I am just curious what was wrong with the Ficus trees? I happen to love Ficus trees. Mr. Ward replied, "They tear up the road system and are not consistent with the balance of the landscaping program that we have throughout Pelican Bay ". Tearing up of the roads is the bigger issue. PELICAN BAY ADVISOR Mr. Carroll stated, "The Pelican Bay Advisor that was produced last summer is underway again ". Mr. Ward can you provide an update on that project? Mr. Ward stated, "In the assessment notices that you receive we included the first edition of the Pelican Bay Advisor ". It is now in preparation for the second edition to go out along with 5805 Pelican Bay Services Division Board 1 1 A 6 July 7, 2004 the assessment notices that get mailed out in August. I will thank Deputy Marceno, Ms. Cave and Mr. Hall for their assistance in preparing some of the articles that will be going into the publication. Mrs. Smith has done great with all of the pretties that go into putting that publication together. COMMITTEE REQUESTS GREENTREE DRIVE LIGHTING Mr. Werner stated, "Last month a lady appeared at our meeting and was concerned about the lighting at the intersection of Greentree Drive and Gulf Park Drive and asked if we could move the lighting ". Have we done anything or do we plan on doing anything about that? Mr. Ward replied, "Yes, we are planning on doing something and we have identified where the light will be relocated ". I am not sure the work has been done yet, but it will be done. WILLOWBROOK BOUGAINVILLEA Mr. Werner stated, "At that same meeting we had a gentleman ask about the Bougainvillea that was planted at that same bull nose ". I think he is right. If you go to the other end of that street that has all been planted with flowers, as well as other locations in Oakmont, I think he may have a good point. That area may need to be replanted with flowers instead of Bougainvillea. Mr. Ward replied, "I remember the question, but I don't remember thinking we should change them now". Mr. Werner stated, "Please take a look at it ". U.S. 41 AND NORTH PELICAN BAY BOULEVARD Mr. Carroll stated, 'We had a safety issue with the corner of Pelican Bay Boulevard North and U.S. 41 ". The FDOT continues to look at it and study it and I have had two or three emails on the issue from Ms. Flagg. As I read them, no progress has been made. They can't seem to convince themselves that certain lights should be installed. Ms. Flagg has indicated that it is still under study and she will bring it back to us. Mr. laizzo stated, "I have been looking at this budget as opposed to the planned budget which has always been a problem for me ". I started to study this reality budget and I have a 5806 Pelican Bay Services Division Board July 7, 2004 1611A6 question. I notice that our May financial removed $40,000 from regular salaries and placed it into Operating Expenses under Other Contractual Services. Can I get an explanation of that? How do we pull $40,000 from salaries into Other Contractual Services? Mr. Ward replied, "By using day laborers for some of the services that were anticipated for personnel ". Also in the budget for Fiscal Year 2005 there was a reduction of three people, which we are moving over into the Other Contractual Services line item for provision of your landscaping services for next year. Mr. laizzo stated, "Regular salaries are based on head count and there are two chits that are open ". Mr. Ward replied, "There are three slots open and they have been eliminated in the Fiscal Year 2005 budget ". Mr. laizzo stated, "They are in the Fiscal Year 2004 budget ". There were two open chits in the 2004 budget. I think that $40,000 came out of that salary bracket. Based on that alone, we are paying for their benefits. If you total the benefits, that comes out to at least $10,000. Mr. Ward replied, "We had three ". If the positions are not filled we move the money into Other Contractual Services, so that we can use day laborers in order to provide the services. It is as simple as that. Mr. laizzo stated, "You are paying benefits on those open chits ". Mr. Werner asked, "How do you figure that "? If you are not paying the people wages, how are you paying them benefits? Mr. laizzo stated, "If you go into your budget and look at open chits, you are paying for their health program, etc." Mr. Werner asked, "You are paying health benefits on non - existent employees "? It doesn't make sense. Mr. laizzo stated, "I will go over that carefully with Mr. Ward because we are paying benefits on unfilled chits ". Mr. Werner stated, "You are budgeting benefits, not paying benefits ". Mr. laizzo stated, "It is going into the County coffers ". 5807 Pelican Bay Services Division Board July 7, 2004 Mr. Werner replied, "No it is not". ADJOURN There being no further business the meeting adjourned at 4:15 P.M. James Carroll, Chairman 5808 Fiala Halas 1611 A18 Henning Coyle COLLI i NTY GOVERNMENT Pelican Bay Services Division 801 Laurel Oak Drive • Suite 605 • Naples, Florida 34108 • (239) 597 -1749 • Fax (239) 597 -4502 NOTICE OF PUBLIC MEETING RECEIVED JUL. 3 0 2004 Board of County Commissioners NOTICE IS HEREBY GIVEN OF A REGULAR MEETING OF THE CLAM BAY SUB- COMMITTEE AT THE COMMONS, 6251 PELICAN BAY BOULEVARD, NAPLES, FLORIDA 34108 ON WEDNESDAY, AUGUST 4, 2004 AT 1:30 P.M. AGENDA 1. Roll Call 2. Approval of Minutes of the July 7, 2004 Meeting 3. Audience Participation 4. Interior Channels 5. Pesticide Water Quality Sampling Update 6. Beach Renourishment 7. Green Home Services Presentation 8. Adjourn ADDITIONALLY, THIS NOTICE ADVISES THAT, IF A PERSON DECIDES TO APPEAL ANY DECISION MADE BY THE PELICAN BAY SERVICES DIVISION BOARD, WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, HE WILL NEED A RECORD OF THE PROCEEDINGS AND THAT FOR SUCH PURPOSE, HE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. ANY PERSON REQUIRING SPECIAL ACCOMMODATIONS AT THIS MEETING BECAUSE OF A DISABILITY OR PHYSICAL IMPAIRMENT SHOULD CONTACT THE DIVISION OFFICE AT (239) 597 -1749 AT LEAST FIVE CALENDAR DAYS PRIOR TO THE MEETING. 2 1611 CLAM BAY SUB - COMMITTEE MINUTES - July 7, 2004 Naples, Florida am, LET IT BE KNOWN, that the Clam Bay Sub - committee of the Pelican Bay Services Division Board met in Regular Session on this date, July 7, 2004 at 1:30 P.M. at The Commons, 6251 Pelican Bay Boulevard, Naples, Florida 34108 with the following members present: Mr. M. James Burke, Chairman Mr. John Domenie (Absent) Mr. David Roellig Mr. George Werner ALSO PRESENT: One (1) Pelican Bay resident; five members of the Pelican Bay Services Division Board; Ms. Kara Cave and Mr. Tim Hall, Turrell & Associates; Mr. James P. Ward, Division Administrator, Pelican Bay Services Division and Mrs. Barbara Smith, Recording Secretary AGENDA 1. Roll Call 2. Approval of Minutes of the April 28, 2004 Meeting 3. Interior Channel Identification 4. One Time Pesticide Water Quality Sampling Event 5. Beach Renourishment 6. Audience Participation 7. Adjourn ROLL CALL Mr. Burke called the meeting to order and asked that the record reflect all members present with the exception of Mr. Domenie with an excused absence. APPROVAL OF MINUTES OF THE APRIL 28.2004 MEETING Mr. Roellig moved seconded by Mr. Werner and approved unanimously, the Minutes of the April 28, 2004 Meeting. INTERIOR CHANNEL IDENTIFICATION Mr. Burke stated, "I want to raise an Interior Channel 101 question ". I should know this answer, but we are all in agreement that the interior channels are a positive factor, am I correct? Mr. Hall replied, "Yes ". Mr. Burke stated, `The channels have done some good things for us by flushing the water out of the system and we think that is helping the mangroves ". Mr. Hall replied, "Yes ". 399 Clam Bay Sub - committee 1 J,. A July 7, 2004 16 Mr. Burke stated, "The reason I am asking is we are about to spend some additional money on more channels and I wanted to make sure that we were all in agreement that the channels flush water'. I walk the south boardwalk a lot and I know that after a heavy rain water moves out of there very nicely. Is the reason for getting the water out of the mangroves quickly to prevent the boiling effect? Mr. Hall replied, "Basically, the channels are to prevent the mangroves from drowning and to open a two -way flow through that area ". The channels get the high water levels out to prevent the mangroves from drowning and to help water to get to the pass, which adds more velocity to the pass to help keep it open. The channels also allow water to backflow into the mangroves to flush out a lot of the detritus and debris falling from the mangroves. Mr. Burke stated, "We had some concern about the north end and that water was not getting through the mangroves effectively ". Mr. Hall replied, "The predominant theory with the die -off area was that it was caused because the water was not able to get out and the mangroves drowned ". Mr. Roellig stated, "I have some photos from June 2001 through June 2004 after the channel cut was made ". In the beginning it was barren ground, one year later there was battis and a few mangroves and now we have a heavy growth of adolescent mangroves in that same area. For people that have not seen the devastation that was there, it was unbelievable. It was bare ground three years ago and now we have a good growth of mangroves. Mr. Burke asked, "Mr. Hall, are you going to talk to us about this proposal today "? Mr. Hall replied, "Yes, I am here to answer any questions that you might have with regard to the proposal ". What we were funded to do was to identify where the remaining channels would need to be placed within the system. Originally we had been digging the channels, incrementally, as funding allowed. I believe we had $30,000 in the budget and we were cutting channels as we could for that amount of funding. The Board asked us how much it would cost to finish all of the channels required for the system. Mr. Marshall, Mr. Lewis and I marked where we thought all of the remaining channels would go and then made an estimation of the linear footage and extrapolated from today's costs what it would cost to dig those channels. We applied that to a 400 Clam Bay Sub - committee July 7, 2004 1611 A'6 A budget number for the Budget Sub - committee, to show how much it would cost to finish the entire system in one shot. The other thing I did with the proposal is that I know that $250,000 had been earmarked for channels and because the number was higher than that, I phased it into two years. The work to be done in the first year is the higher priority areas and the balance could be completed during the second year. Mr. Werner stated, "I have bad news, the funding is down to $150,000 ". Mr. Hall replied, `The channels are still identified and can still be prioritized so that whatever funds we have, those are the channels that we concentrate on digging first ". Mr. Werner stated, "In looking at the channels proposed for Fiscal Year 2005, there appears to be a lot more straight line cuts ". In the Strand there are approximately five straight lines and seven straight lines from the berm. I am curious why they are straight lines? Mr. Hall replied, `There are two reasons for that ". One reason is because of where the water is along the berm and along the Strand where it is collected, a straight line is the shortest direction to open water. The other issue is that most of those channels go through areas of heavier vegetation and we were using a handheld GPS, which did not have very good reception. Those lines will actually meander a little to work around the trees that are out there, but they will be the shortest distance between those points. There will probably be some meandering in them, but from where it starts to where it ends, those are the important points. In my cost estimates I took into account some of that meandering as far as the distances are concerned. Mr. Spanier asked, "Mr. Hall can you refresh me on what the expected life of a cut is before it fills in "? Mr. Hall replied, `That is a hard question to answer because it is dependent upon quite a few things ". When a channel is first dug it will last quite a while. As the trees start getting bigger they start dropping more leaf matter and start producing more roots and both have an affect of filling in those channels. It would also be dependent upon the rains. If we get a big storm that pushes a surge in here, we could get a lot of dirt and they would fill in. Mr. Spanier stated, "There must also be a basic natural sedimentation rate, based on a normal cycle ". 401 Clam Bay Sub - committee July 7, 2004 1611 .: Mr. Hall replied, "Yes, but it is based on the vegetation around them ". As the vegetation increases so does the sedimentation rate. Mr. Roellig stated, "Some of these channels have actually enlarged ". They have been in existence for a number of years and the flow has kept them open and in some cases enlarged them. Mr. Hall stated, 'We do maintenance also ". When we cut the new channels that we do every year, we also do maintenance on channels that we feel need it ". It is on an as needed basis and we don't have a rotating schedule where we say we maintain these this year and these next year. It is based on observation. Mr. laizzo asked, "Based on past history, what has been the turn around time on some of these channels "? Mr. Hall replied, 'This year we were maintaining some of the channels that were done in 2001, so the answer is about three years, but where we are maintaining isn't the entire channel ". We are only maintaining sections of a channel and in most cases the most maintenance we had to do this year was where the channels actually emptied into the open water. The red mangrove roots along the edges were growing in, so we had to go in and reopen some of those cuts. The three channels that we have from the berm right now that are going straight out, because there is a consistent water source and because of their linear nature, we find that they are staying open, whereas some of the others do tend to fill in more. Mr. laizzo stated, "I would assume that you would stay away from the meandering channels as much as possible ". Mr. Hall replied, 'Where we can, but in some cases they are going to meander some ". We are going to take them through the mangroves and we are not going to cut down any trees. Mr. laizzo stated, "in your report, please include the reasons why you cannot cut a straight channel ". Mr. Hall replied, "Okay'. Mr. Roellig stated, "A lot of the maintenance is due to snags and things that fall into that channel ". If a branch falls and it starts to collect debris, then that needs to be cleaned out. 402 A Clam Bay Sub - committee July 7, 2004 1611 At A Mr. laizzo stated, 'Then you need to avoid where there is heavy foliage because that is going to happen ". Mr. Sutphin stated, `The Services Division funds the channels because they are a capital improvement ". Does the maintenance of those channels then fall under the County's responsibility to maintain the system, per their commitment? Mr. Ward replied, "Yes ". Mr. laizzo asked, "On the aspect of money, since Clam Bay is basically the County's and we maintain it, I see no reason why we are paying appraisals and assessments for maintaining their property'. We pay something in the neighborhood of $55,000 in taxes and appraisals. I wish you would give that some consideration so that we could get that waived. Mr. Werner stated, "That is the percentage for the Tax Collector and Property Appraiser". Mr. Ward replied, "As I have said to you a dozen times, the Property Appraiser and Tax Collector charge every single governmental agency that place their tax or assessments on the tax bill a fee ". You pay for that, the City of Naples pays for it, Collier County through its' General Fund pays for it. Everybody pays for it and you are not going to get the money back. Mr. laizzo replied, "I am not questioning that ". I am questioning the fact that they are the owners ". We are only maintaining their property and we get charged for it. Mr. Werner stated, "That is an excellent point and you are exactly right, but go bang your head on that closet and you will get just as much out of it as arguing with them about it ". It is the same as when we did the U.S. 41 median and we paid for it; then we had to pay the County a $25,000 connection fee. Mr. laizzo stated, 'There needs to be a confrontation ". Bring it up. Mr. Burke stated, "Mr. Hall, you are proposing a grand total of what "? Mr. Hall replied, "Approximately $300,000 ". Mr. Burke stated, 'We have budgeted $150,000 for Fiscal Year 2005 ". Obviously, that means that you would have to backtrack on this proposal. Mr. Hall replied, "Yes, it will be easy to modify'. Mr. Burke asked, "Is this the entire channel map now"? 403 Clam Bay Sub - committee July 7, 2004 Mr. Hall replied, "Yes ". 1611 A'6 A Mr. Burke stated, "Mr. Domenie has always been asking for this map, so we now have a final map and know where everything is ". Mr. Hall replied, "We do ". The other thing that we have done is to label those channels so that if anybody has questions they can refer specifically to the identification number of that channel and everyone will know what they are talking about. Mr. Werner asked, "Are these prices good through next year "? Mr. Hall replied, `They should be close ". The figures are based on what we were charged to dig the channels this year. Mr. Werner asked, "If we wanted to complete all of the channels next year we would be looking at approximately $170,000 "? Mr. Hall replied, "That is correct'. Mr. Roellig moved, seconded by Mr. Werner and approved unanimously that we recommend that the Board approve the proposal with the stipulation that we would spend $150,000 on channel cuts, which has been budgeted for Fiscal Year 2005. Mr. Spanier stated, "This is valuable environmental information ". We are not the only mangrove area in the State of Florida. Do we have any provision for putting our findings and results of this investment into the pubic domain so that it can be replicated by other jurisdictions without reinventing the wheel? Do we own the data and can we disseminate it? Mr. Werner stated, "it is public information ". Mr. Spanier replied, "Not what we are working on now ". Mr. Hall replied, "It is now ". Mr. Spanier replied, "I am not looking for legal squabble ". I think, at a great expense to the residents, we have discovered and cured a systemic problem of mangrove growth in Florida and I would like to see us, as part of our public service function, disseminate this information systematically rather than satisfy ourselves that it is in the public record. 404 Clam Bay Sub - committee July 7, 2004 611 A6 A Mr. Hall replied, "I can tell you that as far as the work that we have ongoing, I know that the research we are doing and the data we are collecting and I am sure the information that Mr. Lewis and Mr. Marshall are collecting, are all being compiled and several scientific papers will eventually go out as a result of this work ". That is something that will more than likely occur, but the results we are seeing are still too new and we are still collecting the data that will be compiled in that report. Mr. laizzo stated, "I would think it is in the regulatory reports also ". Mr. Hall replied, "It is in the annual reports that we send to the FDEP every year". We have actually gotten calls for other projects dealing with sea grasses and mangroves. FDEP was asking me about the Riley PVC pipes for use in a project a little further north. They wanted information on what we had seen from this methodology, based on the fact that they were used here. years "? Mr. Spanier asked, "Have we drawn from that repository over the past three to five Mr. Hall replied, "I can tell you that this is the only community that is paying for restoration of dead mangroves as a restoration effort". Mr. Burke asked, "What did Sanibel and Captiva do when they had their die off'? Mr. Hall replied, "Right now they are preparing to start to open Clam Bayou, that was just permitted this year". It is a very similar project where they had a pass that closed, water backed up and killed a large area of mangroves. They went through the same process that we did and I think it took them two and one -half years to get their permits. Mr. Werner stated, "It probably took us that long to get our permits also ". Mr. Burke asked, "How many years ago did we start the permitting process "? Mr. Hall replied, 1 believe it was 1994 and the permits were issued in 1997'. Mr. Burke asked, "What is the process for cleaning out these channels "? Does someone just wade in and cut? Mr. Hall replied, "Yes ". On the waterway they can take a canoe or Jon boat, but for the most part it is walking in with a shovel and machete. 405 Clam Bay Sub - committee 1611 V6 July 7, 2004 Mr. laizzo asked, "Do they push up the fill and dump it "? Mr. Hall replied, `They push it up and then spread it out". Mr. Nordhoff asked, "You can't cut red mangroves can you "? Mr. Hall replied, 'We are allowed to trim the roots ". We can't cut them off, but we can do lateral trimming of branches. That is part of our permit and the protocol that we established a couple of years ago. We notify FDEP when we are going to do it, identify the areas and then proceed. We do not have to actually get their approval, only notify them. It is the same thing that allows us to trim the mangroves at the boardwalks and over the berm and cart paths. Mr. Hall stated, 'We are real happy with the progress we have seen ". I am not saying that it is solved yet, but I am very encouraged with the results we have been seeing in how fast it is coming back. ONE TIME PESTICIDE WATER QUALITY SAMPLING EVENT Mr. Burke stated, `This one time pesticide water quality sampling event came as a result of a lengthy discussion at our last meeting ". At that meeting we agreed to move forward with a one- time event at a cost of not more than $5,000. Do we know how many samples will be taken? Mr. Hall replied, "There will be six samples ". We are going to look at water coming out of systems III, IV, V and VI. System V flows into VI, so we are going to take a sample in System VI. We will be taking two samples in System IV and two samples in System III. Mr. Werner asked, 'What is this going to cover "? Mr. Hall replied, 'They are EPA tests and will cover the most commonly used two pesticide and two herbicide tests ". The tests are approximately $800.00 each and will cost approximately $5,000 total. Mr. laizzo stated, 'We have been doing water quality testing for a long time ". Why wasn't that ever picked up in the past? Mr. Hall replied, 'What we have been testing for is nutrient loading, which is basically nitrates, phosphates, etc ". The Mangrove Action Committee presented a proposal to do some more advanced water quality testing, which included some orthophosphates and some of the 406 Clam Bay Sub - committee July 7, 2004 1611 A 6 P. chemicals that are used on lawns. Through discussion it was determined that we would run this one test to see whether or not the system contained any of that material. If not, there would be no need to do any further testing. If there is, that could be dealt with at that time. exists "? Mr. laizzo asked, "How can you neutralize that problem if it is determined that a problem Mr. Hall replied, "At its' source ". It is source control. You have to either reduce the amount that you are putting on or if it is being applied incorrectly, instruct the people applying it to do it correctly. Instead of broadcasting your pesticide over all of your landscape areas, possibly just concentrate it where there is a problem. Mr. Werner stated, "It is controllable at the source, but we have no police power so we cannot tell people what they can and cannot do ". Mr. Roellig stated, 'We don't have to take any action on this item because it has already been approved by the Board ". Mr. Hall replied, "No, the system is pretty much primed, so after the next big rain event we will have the people come down and actually collect the samples ". Mr. Burke asked, "If some alarming numbers of herbicides and pesticides are found, what would that prompt "? Mr. Werner replied, "More action ". Mr. Roellig stated, 'This is the first time the water has ever been tested for chemicals in this entire region ". We have nothing to compare the results with. Mr. Hall replied, 'We are looking at the water on the east side of the berm, on the west side of the berm and going out the pass ". If we see it on the east side of the berm and we don't see it on the west side of the berm, then the system that we have is working. Mr. Roellig stated, "They have never tested Vanderbilt, Lagoon, Venetian Bay or Naples Bay, so we are just collecting data and will decide what to do with it when we get it ". Mr. Burke asked, 'What has the Conservancy been doing with the water quality testing ". They have been testing the water for years, but we don't have access to the results. Have they been testing or herbicides and pesticides? 407 Clam Bay Sub - committee 1611 A Jul y 7 2004 Mr. Hall replied, "To my knowledge they have been testing for Ph, nutrients and dissolved oxygen, which are pretty much standard and can be tested in the field ". Mr. Werner stated, "The Mangrove Action Group has some high powered people on their Board and it was a request of Dr. Mathews that we do this testing to the tune of approximately $200,000 ". The Board decided that they would do a sample, sample and if that showed problems we would decide where to go from there. For the last ten or twelve years the Mangrove Action Group has been really dedicated to the health of that mangrove system. I think if they ask you for something, you should try to help. Mr. laizzo stated, "Based on one reading, if it appears to be a problem, I would suggest that we get a second opinion by another analysis ". Mr. Roellig stated, 'We have to look at that ". We have to determine if our problem is different than Vanderbilt Lagoon, etc. If this is a problem across the entire region, there is nothing we can do individually. Mr. laizzo stated, "If you go to a doctor and he tells you that you have cancer, you go to another doctor to get another opinion ". Mr. Roellig stated, 'We will cross that bridge when we get to it ". Mr. Burke stated, "Is there any evidence that this affects the mangroves "? Mr. Hall replied, "Not specifically'. The nutrients are the biggest contributing factor to the duckweed, the cattails and the algal blooms that we see in the system. Those are all nutrient related. Mr. Burke asked, "If the herbicides and pesticides are in the system in alarming numbers, are there other ramifications "? Mr. Hall replied, 'What can happen and this has not been proven, but the theory is that by the time that the chemicals get there they are actually very diluted, but the trees taking them up could contribute to stress and make them more susceptible to outside factors such as insects, fungal diseases, etc. Mr. Sutphin stated, "The conceptual problem that I have with this is that the original request was for $200,000 ". Fortunately we are only spending $5,000, but in essence we are 408 Clam Bay Sub - committee 1611 p, 6 July 7, 2004 accumulating data for the sake of accumulating data. We don't know what to do with it after we get it, because someone thought it would be nice for us to do this. I don't think this is our job. I don't think we should be spending public funds to enhance a knowledge base. Mr. Hall replied, "It is not entirely collecting data to be collecting data ". If there are future activities that we want to conduct in the mangrove system or with the cattail system, collecting this information on water quality would be a requirement for that permit application. If we have this background information, it is money that you will not have to spend later on. Mr. Sutphin asked, "I will buy that, but if the results are sky high by an absolute standard, there is nothing you could do about it, correct "? Mr. Hall replied, "No, there is nothing that we could do other than to make recommendations at source control ". Mr. Sutphin stated, "Short of legislation banning the use of certain pesticides in residential areas, there is nothing that can be done about it, certainly by the Pelican Bay Services Division ". Mr. Hall replied, "Yes, only resident education ". Mr. Werner stated, "I understand your point and I wrestled with that also ". I don't want to accumulate data just to accumulate it; we have done that in the past. I just felt that for that amount of money we can either say we do or we do not have a problem and I don't know how we would go about correcting it. I know we can't use police powers to enforce it, but public opinion can do wonderful things. Public opinion pushed us into the mangrove restoration to begin with. I think we acted a little to quickly and spent some money we didn't have to because of our quick action, but it still is what energized the movement. Mr. Burke asked, 'What was the conversation at the last meeting about Gulf Coast University"? Mr. Werner replied, "I think Mr. Hall had said that he was not particularly in favor of their involvement ". Mr. Hall stated, "It wasn't that I was not in favor of their work, I was just being precautionary in that if you have the university come in and do work, then the information belongs 409 Clam Bay Sub - committee July 7, 2004 1611 A'6 A. to the university'. If what they were collecting wasn't what you like, there was not a whole lot you could do about it. Mr. Burke asked, "Weren't they considered another alternative to the company that was very high priced "? Mr. Hall replied, "Yes, that was a way that they felt they could institute a monitoring program where they use grad students to collect the data ". They could do the collection, but you would still incur the costs of the actual testing and the lab work. Mr. Burke asked, "Is there any action required on our part"? Mr. Werner replied, "No, it has already been authorized ". Mr. Hall stated, "It has already been authorized and I have a map that shows the actual testing sites ". That work will be done within the next couple of weeks. Mr. laizzo asked, "Are you taking the readings during heavy rains "? Mr. Hall replied, "I wanted to take the readings when the water starts coming over the top of the weirs on the berm ". I wanted to make sure that there is a good flow before we collect the samples so that we can try to establish the distribution. Mr. Werner asked, 'Why are we testing on the east side of Pelican Bay Boulevard "? Mr. Hall replied, "If the chemicals are going to be there, the lakes coming out of the golf course are the most likely ones where they would be most prevalent ". We can test there and then on the west side of the berm. If there is a difference between the readings then you know that the system that you have in place is actually working. Mr. Burke asked, "Does the Kevin Erwin Report tie into any of this "? Mr. Roellig replied, 'We don't have a report ". Mr. Burke asked, "Somewhere out there, there is one isn't there "? Mr. Roellig replied, "I don't know ". I refuse to believe there is one until I see it. I don't even want to discuss it. The Foundation claimed he was doing a report six months ago and we have seen absolutely nothing. Mr. Burke stated, "Mr. Seblatnigg is trying to put together a meeting between Mr. Erwin, Mr. Kinney, and myself'. Mr. Seblatnigg wants to either get it off of the table or get it behind us. 410 Clam Bay Sub - committee 1 July 7, 2004 1 11 A'6 The only reason I asked is that I don't know whether he was involved with the water or what he was involved with. BEACH RENOURISHMENT Mr. Burke stated, "On April 28th a proposal for beach renourishment was let ". Is there any update on beach renourishment? Mr. Roellig stated, "Unfortunately I don't get the kind of response I used to since I am no longer on the Committee ". I understand that we are going to receive a Request for Additional Information. Mr. Ward stated, "My conversation with the County staff has indicated that they did get another Request for Additional Information (RIA) ". The due date for that response from FDEP is today. I have not heard from the County today that FDEP actually did respond at this point in time. The last word I got was that even if they did get a favorable response today, it was very unlikely that we would be in a position to do beach renourishment this year. Mr. Roellig stated, "A favorable response would be a letter from FDEP indicating that they intend to issue a permit ". Mr. Ward replied, "Right, and the County said that even if they got that letter today it would still be difficult to do the renourishment this year". Mr. Roellig stated, "Obviously if they get a RAI, the County is going to spend another thirty days to respond and that gives FDEP another thirty days ". If this is true the work is definitely off the book for Fiscal Year 2005. Mr. Ward stated, "Some of the concern that FDEP had was the Pelican Bay beaches ". From what I can ascertain there was not enough erosion on the beach to warrant beach renourishment along Pelican Bay and the potential damage to the hard bottom off of Pelican Bay. That was the big issue. I understand that the County had actually responded and provided them data to say otherwise, but I am not sure that issue has been solved at this point in time. Mr. Roellig stated, "This means that Collier County will not get the $4,500,000 the State has set aside for major beach renourishment for 2005, because it is not going to happen in 2005 ". Plus, they will not get the money from FEMA, so by not having the go ahead by November, the 411 Clam Bay Sub - committee July 7, 2004 1611A6 County is going to be missing approximately $5,000,000. With that, there is no guarantee for next year whatsoever. My personal observation is that the County staff has not pushed this very hard. They send their consultants to Tallahassee, but they never send their staff members. In my opinion the County has not pursued this permit in a very proactive manner and it appears to be down the drain as far as 2005 goes. Mr. Sutphin asked, `The whole premise that we have been operating under is that beach renourishment has to be done between November 1 and May 1 because of the turtles ". I happened to see on the news that they are pumping tons of sand on Lover's Key. Do they operate under a different set of rules or do they send the turtles down here? Mr. Roellig replied, "As I understand it, that beach was in such bad condition that turtles could not nest there and there was no beach ". In that case, there is nothing to lose by pumping now. If we wait until we have no beach whatsoever, we can pump during turtle nesting season. It is unfortunate that they did not point that out in the article. Mr. Carroll asked, 'When Mr. Ward and I discussed this, it appeared to me to be a significant threat that even if this moves forward they might exclude our beach for hard bottom reasons ". I wonder how serious a threat that is? It is a concern to me. Mr. Ward replied, "It is a significant concern that FDEP raises the issue. Frankly, they raised the issue with us when we wanted to dredge Clam Pass. It was significant at that point and mitigated the following year for impacts to the hard bottom that we had on the dredging. I know at the regulatory agency level it is a very high priority that the hard bottom be preserved. 1 don't know how you overcome it, but I do know there is a strong potential that even if the County got their beach permit you would not get the permits for Pelican Bay. Mr. Carroll asked, "Are we the only area with these hard bottom issues "? Mr. Ward replied, "I did not ask that question, I was concerned with Pelican Bay'. Mr. Hall replied, "There are others, but the hard bottom just happens to be very close to the beach in this area ". Mr. Roellig stated, "if they decide to throw us overboard on this renourishment, I don't think we have a lot of leverage to stay on board ". We will just have to see what happens. 412 Clam Bay Sub - committee July 7, 2004 1611A6 A Mr. Burke asked, "is it FDEP raising the issue, not the County"? Mr. Ward replied, "Correct ". The County has been supplying the data to the FDEP to obtain the permit. It is a State issue. Mr. Carroll asked, "Is the County supportive "? Mr. Ward replied, "Yes ". Mr. Roellig stated, 'This is something that whatever pressure we can put on the County to not throw us overboard, would be helpful ". What will happen, I don't know. Mr. Carroll asked, 'Who do we work on for the hard bottom issue and whether we are going to be included, the County Manager, the Commissioners? It doesn't sound to me as if they are in the loop. Mr. Ward replied, "I think we just need to wait to see what the next set of comments come out to be ". At that time, if the issue is still raised, I will get Mr. Turrell and his staff involved at that point. Mr. Roellig stated, "Coastland Planning and Engineering are doing the work for the County and are the people responding to the State permit questions ". Mr. Ward replied, "I don't know that for sure, but I assume they are ". Mr. Nordhoff asked, "Does this mean we take the $800,000 out of the budget "? Mr. Roellig replied, "I think it gives us some latitude, if in fact, we are sure that beach renourishment is not going to take place ". Mr. Ward stated, "I believe what you had talked about was utilizing those funds for other capital improvements ". Mr. Burke stated, "It appears that the beach renourishment is out for 2005; with no guarantees for the following year". Mr. Ward stated, "You might get the permits, but not necessarily the funds to do the work ". AUDIENCE PARTICIPATION Mr. Hall stated, 'We are going to be starting the monitoring for the Annual Report in about two weeks ". Mr. Lewis and Mr. Marshall will be here doing their monitoring at the end of this 413 Clam Bay Sub - committee July 7, 2004 1611A6 A month and the beginning of next month. The data that we have been collecting from the data loggers should be available for a report to you at your next Sub - committee meeting. Mr. laizzo stated, "For years now we have spent tens of thousands of dollars on reports ". Is there anything that we have learned over this time period for the thousands of dollars spent that we have used for corrective actions? We are paying for input, what do we do with it or do we just like to gather paper? Mr. Roellig replied, "You get that report every year, don't you read it "? Mr. Hall stated, "What you are referring to are requirements for the permit ". They are all reports that have to go to FDEP and are all part of the permit requirements for the State and Federal government. All of that information gets summarized into the Annual Report that is provided to the Board. Mr. laizzo asked, "If it is for both agencies what actions do we take "? Have we learned anything from these reports? Who in effect studies these reports? I am confused as to how we handle all of these consultations and reports. Mr. Roellig replied, "You were here when this was discussed ". It is all part of what we are paying for. We found out that channel maintenance and construction has been very useful in this case and we are moving forward. We do use those reports. I don't understand what your problem is. Mr. laizzo replied, "I don't know that there is any action being taken on the reports and data that has been gathered ". I think there is something to be learned and if we have, I wish we would focus on it. We were doing reports long before we got into the Clam Bay Restoration and maintenance. Mr. Werner stated, "Not to the extent that you are looking at ". We did some water quality sampling and have done that for years. That goes back to 1994 or something like that. Mr. Hall replied, "They started after the permit was issued ". Mr. Sutphin stated, "In line with what Mr. laizzo is questioning, there must be a bare bones set of reports that are required to satisfy the permits ". I am sure we spend considerably more than that. 414 Clam Bay Sub - committee 1 1A'6 A July 7, 2004 Mr. Werner replied, "I wouldn't assume that". Mr. Sutphin stated, "If we don't that's fine ". Mr. Ward stated, "We don't ". Mr. Sutphin asked, "Is what we are doing the bedrock reporting level that is required to satisfy the permit "? Mr. Ward replied, "Yes and as a compilation at year end, Turrell takes those reports and puts them in a big book to make a presentation to you ". The permits require all the reports. Mr. Werner stated, 'The hydrodynamic study was not required ". Mr. Hall replied, 'That is right ". The hydrodynamic study was not a permit requirement, but a necessary component to answer the question as to whether or not we wanted to try to move stormwater within the system, which was one of the recommendations. Mr. Sutphin stated, 'The repetitive work that goes on and on is what is being required by the regulatory authorities ". Mr. Hall replied, 'That is correct". Mr. Sutphin stated, 'The Board reviews all of these reports ". Mr. Hall replied, "Yes, all reports are reviewed by the Pelican Bay Services Division Board ". ADJOURN There being no further business the meeting adjourned at 2:30 P.M. Mr. James Burke, Chairman 415 1611A'(a MINUTES BUDGET SUB - COMMITTEE July 21, 2004 Naples, Florida LET IT BE KNOWN, that the Budget Sub - committee of the Pelican Bay Services Division Board met in Regular Session on this date, July 21, 2004 at 3:00 P.M. at The Commons, 6251 Pelican Bay Boulevard, Naples, Florida 34108 with the following members present: Mr. Christopher Sutphin, Chairman Mr. David Nordhoff Mr. John laizzo Mr. Edward Staros (Absent) ALSO PRESENT: four (4) Pelican Bay Services Division Board members; two (2) Pelican Bay residents; Mr. Kyle Lukasz, Field Manager, Pelican Bay Services Division; Mr. James P. Ward, Division Administrator, Pelican Bay Services Division and Mrs. Barbara Smith, Recording Secretary. AGENDA 1. Roll Call 2. Approval of Minutes of the May 19, 2004 Budget Sub - committee Meeting 3. Audience Participation 4. Update on status of permitting for beach re- nourishment (if available — Jim Ward should check) 5. Discussion and recommendation for alternative capital programs for Fiscal 2005 6. Discussion: Cost Reduction — should we have a formal program? 7. Sub - committee requests 8. Adjourn ROLL CALL Mr. Sutphin called the meeting to order and asked that the record show Mr. Ed Staros with an excused absence. APPROVAL OF MINUTES OF THE MAY 19. 2004 MEETING LMr. Nordhoff moved seconded by Mr. laizzo and approved u the Minutes of the May 19, 2004 Meeting. AUDIENCE PARTICIPATION Mr. Domenie stated, "I was not at the • last meeting where questions about beach renourishment were addressed ". Was it decided to continue with the beach renourishment funding or is that a subject that is going to come up today? Mr. Sutphin replied, `That is the major subject on today's agenda ". Mr. Sutphin stated, "If there are no other questions, I will get into the agenda, which is to primarily come up with a recommendation to the full Board at their August Meeting, as to what to 247 Budget Sub - committee July 21, 2004 1611 A6 do with the $700,000 in Capital Funding that is in the budget for beach renourishment ". Unless someone in the audience knows something to the contrary, it appears increasingly unlikely that beach renourishment will happen during the 2004/2005 season. UPDATE ON STATUS OF PERMITTING FOR BEACH RE- NOURISHMENT Mr. Roellig stated, "I have shared some of the comments with Mr. Ward that Collier County received from DEP ". The consultant is in the process of responding to these comments and expects to have his response ready by August 1. That gives the DEP another month to review and decide whether they want to ask further questions. Some of the comments do pertain to Pelican Bay. DEP is questioning the need for beach renourishment in Pelican Bay and also the north Park Shore section, which were not renourished the last time, because we are not officially critical erosion areas. They are also concerned that since the hard bottom is so close to shore that the amount of sand that the consultant was planning to place on the beach would encroach on that hard bottom. The DEP is requesting further justification. The consultants met with DEP in Tallahassee and I suspect they will come up with a reduction from 85' to 65' of beach. Mr. Sutphin asked, "Mr. Roellig, what is your view of all of this getting resolved in time to permit the project to happen in the 2004/2005 season "? Mr. Roellig replied, "It is impossible to happen before December 1 ". 1 personally don't think it is going to happen this winter. The County has not officially thrown up their hands because if they do that, that gets the permit people off of the hook. There is a good probability that we will get a permit and go into procurement next summer. Possibly Mr. Ward can tell us what type of funds we have to have on hand in order to go into the procurement process in 2005 and to start the project during November 2005. Mr. Ward replied, "In order to have the Commission award contracts, the funds have to be in cash ". Mr. Roellig stated, "What I am saying is that I think we want to hang on to the funds for the foreseeable future, which is at least another month or two, to see how this all plays out ". The 248 Budget Sub - committee July 21, 2004 ]„ 6 County could go out for bid in May or June, which would give them time to review the bids and award the contracts. We would need the money when they are ready to award the contract. Mr. Ward replied, "Correct ". Mr. Roellig stated, 1 don't think we want to plan on using those funds until there is a clear view of where we are heading on the renourishment issue ". We probably will not have a clear view until January. Mr. laizzo stated, 'We have allocated approximately $840,000 for beach renourishment ". Mr. Sutphin replied, "The contingency was removed and that figure was reduced to $700,000 ". Mr. laizzo replied, "The news is getting better every day'. That allocated money, if it were not spent this year on beach renourishment, was going to be spent on irrigation ". If we are going to switch horses, we need that money to move into irrigation and landscaping. Mr. Ward, how long can we hold off on switching the money if beach renourishment is in doubt? Mr. Ward replied, "Mr. Roellig's comment about waiting a month or two is okay'. A later item on your agenda is how to prioritize the projects if the beach renourishment does not move forward. I would suggest that you consider the projects and prioritize them and then provide a recommendation to the Board. This would be what you are recommending that the board do if beach renourishment is unsuccessful for 2005. Mr. Sutphin stated, "Beach renourishment has top priority'. If it happens, then obviously those funds go for that program. Mr. laizzo asked, 'The question is, when can we initiate the irrigation system update "? Mr. Ward replied, "October". Mr. laizzo asked, "In October, can we identify that as a Capital Project "? Mr. Ward replied, "You are going to identify it now as a Capital Project, if beach renourishment is unable to proceed forward ". Mr. laizzo asked, 'When can we start spending that money on irrigation "? Mr. Ward replied, "In October". Mr. laizzo replied, "No, in accordance with what you said before, you said January'. 249 A 6 A Budget Sub - committee — � r July 21, 2004 Mr. Roellig stated, "I don't think we would want to make the decision until January ". If we see a letter from the State in October saying that they are going to award the permit, that doesn't mean you get the permit in October. You won't get the permit until possibly January or February. Once that clock starts running, you have a high probability that you are going to get a permit in the spring. Mr. laizzo stated, "Mr. Ward has indicated that the money has to be there before we can approve the project ". If we are going to start spending that money in October and November, the money is not going to be there. Mr. Sutphin asked, "Does the money have to be in a fund earmarked for beach renourishment or do we simply need an adequate operating fund balance to honor a commitment "? Mr. Ward replied, "In cash ". Mr. Sutphin replied, 'We have cash ". Mr. Ward replied, "Right ". Mr. Sutphin stated, "So, it is a non - issue ". If nothing else, we have $1,100,000 in Uninsured Assets in the bank. There is enough cash in the bank that the County can make a commitment. Mr. Ward asked, "Mr. Roellig, is it your thought that the County is going to proceed forward with this sometime before the end of September "? Mr. Roellig replied, "They do not want to tell the State that we are going to forget this season and go on with the next season because that would put your permit at the bottom of the stack ". Mr. Sutphin stated, "We would be in the same situation a year from now ". Mr. Werner stated, "For my information, Mr. Roellig, you said one of the ways they might address some of the comments or concerns about Pelican Bay beach is that they might reduce the renourishment area from 85' to 65'." If they do that, are we talking about a comparable or pro rata reduction in the cost? 250 Budget Sub - committee July 21, 2004 611 Ab Mr. Roellig replied, "I would think so ". I don't want to get into the details now, but the trade off is if they don't accept our plan, there is a possibility that they may require excessive monitoring or a mitigation plan in case the hard bottom is damaged. If at all possible, we want to stay away from that because mitigation of a hard bottom would be very expensive. Mr. Sutphin stated, "This sounds like something that would be better discussed at the Clam Bay Sub - committee level ". All I want to do at this meeting is to be able to provide the Board with a recommendation on August 4'h, as to what marching orders Mr. Ward should receive in terms of what projects he should be putting out for RFP. That way we would not be losing any time if beach renourishment gets crossed off the calendar for 2004/2005, we are ready to go with projects the Board has approved in lieu of beach renourishment. Mr. Ward replied, "Exactly'. Mr. Roellig stated, "You have to realize that if beach renourishment comes off during the beginning of 2006, you are going to have to have funds available in 2005 ". Mr. Sutphin replied, "Our guidelines provide for sufficient operating fund balances to cover that commitment if it needs to be made ". The spending does not occur until our Fiscal Year 2006. Mr. Ward replied, "Yes ". Mr. Roellig asked, "Is the irrigation something that you want to start in December'? Mr. Ward replied, "Normally I like to do that during October, November and December, then, generally nothing further until after Easter'. Mr. Domenie asked, "Can you get the bids out and returned in order to be able to start the work in October'? Mr. Ward replied, "Yes, if you make the decision now". Mr. Domenie stated, 'We probably won't make that decision until the end of December'. Most likely you won't be able to do that work until after Easter, is that correct? Mr. Ward replied, "I don't think so" November and December. I think we can get this done during October, Mr. Domenie stated, "I thought getting the bids takes approximately sixty days ". 251 Budget Sub - committee July 21, 2004 IlA6 A Mr. Ward stated, "To be quite frank, I don't see beach renourishment happening until 2006 or later ". I think that if you make a recommendation to move forward, I think we can move forward. At the end of the day, if beach renourishment does happen we will do a budget amendment to move the fund balances to the Capital accounts to deal with the beach renourishment in the current year. Mr. Werner asked, 'Where would you move the funds from "? Mr. Ward replied, "Either the Uninsured Assets or regular Operating Fund Balance ". It would probably be a combination of both. Mr. Sutphin stated, "You can also put irrigation projects on hold ". I want to do the planning now so that if the Board approves, and the most probable outcome being that beach renourishment does not happen, Mr. Ward is ready to pull the trigger and get started on these other programs. Mr. Roellig stated, "I don't think it is going to happen, but you are not going to hear that officially from the County'. Mr. laizzo asked, "How often does beach cleaning happen "? Mr. Lukasz replied, "We usually rake once a week, on Friday'. Mr. laizzo stated, "Right now we have a horrible looking beach ". Do we intend to move the beach raking up? Mr. Lukasz replied, "I have the County scheduled to come in with their beach rake on Saturday'. In the interim we are going to try to see if we can clear an area at the north beach facility tomorrow morning. Mr. laizzo stated, "The beach has been bad for the last two or three days ". Mr. Lukasz stated, "I don't want to make more of a mess to the point where they can't pick it up with their rake ". When we move the material with our rake, we pick up a lot of sand with IN see it "? Mr. Sutphin asked, "Are the landscape and irrigation projects in order of priority, as you 252 Budget Sub - committee July 21, 2004 1611A'(1 A Mr. Ward replied, "The first two are in priority order". The balance has not been prioritized. Mr. Sutphin stated, "The top two are the two that we have discussed at prior meetings ". Mr. Ward replied, "Either that or they are in my head as priority items ", Mr. laizzo asked, "Have you identified the interior channels "? Mr. Sutphin replied, "The interior channels is that portion of the Turrell & Associates estimate that is not budgeted for 2005 ". In other words, another option that we can certainly discuss is that instead of focusing all of the available funds on irrigation, is to recommend to the Board that we complete the flushing channel cut work in one year, rather than stretching it out over two years. It is an option that we could certainly propose to the full Board. I have no strong feeling one way or the other, but it is an option we can talk about. Mr. laizzo stated, "If it was planned to spread it out, I would just as soon to leave it that way'. It is more adjustable in terms of dollars and we can control it. Mr. Nordhoff stated, "I would be inclined to do more irrigation and leave the channels phased out ". The irrigation is more visible and possibly more urgent. Mr. Sutphin replied, "Yes, I would agree ". The irrigation is something we had been postponing already and we had agreed to postpone it is favor of beach renourishment. Those systems are theoretically at the end of their useful life. Mr. Domenie stated, "The irrigation is in place ". If we don't dig the channels we may have some further die off which would then cost us a fortune over a period of time. I would be very careful about that. The channels are $170,000 and Crayton Road and Hammock Oak Drive are $250,000. One of those could be postponed. West Boulevard and Crayton Road are older than Hammock Oak Drive, North Pointe Drive and Oakmont Parkway. When we moved here seventeen years ago, the latter two did not exist. I feel that if the other members feel these interior channels are important, we can certainly delay doing one of those projects such as Hammock Oak Drive. Mr. Ward replied, "I don't have a strong opinion ". The reason we prioritized Crayton Road and Hammock Oak Drive is that it gives us the most visual impact versus the other areas. I 253 Budget Sub - committee � I � As 4 � July 21, 2004 did not have a problem doing the interior channels over two years and I do think they are an important part of the system. Although it is costed differently, we got a majority of the big flushing cuts done in the current year, which is what I really wanted to make sure that we did. Mr. Werner stated, 'When we looked at the original budget we were looking at $250,000 as a guesstimate for the channel cuts ". At my urging we reduced that to $150,000 to lower the ERU number. I don't know what the urgency is for the interior channel cuts either. We have been spending between $30,000 - $50,000 a year, but I do believe that Hammock Oak and North Pointe Drive can't be in that bad of shape either. Mr. Sutphin stated, "A replacement is always a speculative issue ". How long will your car run until it breaks and will not run any longer? I have always been a big proponent of the channel cuts, ever since I saw documented evidence that they work. To the extent that this Board has adopted the stewardship of the mangrove preserve, I think it behooves us to do what we think is cost effective in terms of getting that restoration done. I can't comment on what impact it would have on the mangroves if we did the channel cuts over two years rather than one. Mr. Ward replied, "I don't think it makes a huge difference ". Mr. Nordhoff stated, "Turrell did not have difficulty with that decision ". Mr. Sutphin stated, "No, they felt very comfortable with a two year phase in cuts ". Mr. Ward stated, 'When I looked at the channel cuts, I really wanted to do them all in one year, but when you look at what they are doing in year one, it gives you a really huge impact in the first year ". I don't think it is necessary to do it all in one year, unless you want to. Mr. Sutphin replied, "The consensus of the Sub - committee is that we not accelerate the channel cuts ". If someone wants to bring it up at the Board meeting and present a view to the contrary, that is fine. Mr. Nordhoff asked, 'Why don't we take the oldest irrigation areas and add them up until we get to the amount of money that would be available, if we didn't have the beach renourishment "? Mr. Sutphin stated, "That would be my inclination ". Start with the oldest irrigation system and replace that first. 254 Budget Sub - committee July 21, 2004 other"? 1611A6 A Mr. Werner asked, "Do any of these projects have to be done in conjunction with the Mr. Lukasz replied, 'They can all be done separate ". Mr. Sutphin stated, "Mr. Lukasz, from an operational standpoint, if we have $1,500,000, which we don't, would it be practical to do them all in one year"? Mr. Ward replied, "This is easy to do in one year". Mr. laizzo asked, "How many contractors do we have on that job "? Mr. Ward replied, "It is irrigation and landscaping ". We do a lot of the landscaping ourselves. To do the landscaping ourselves we probably wouldn't do it all in one year, but if we did a full bid for everything, I don't think it is a lot of work. Mr. Sutphin stated, 'There is no operational constraint in doing as many or as few of these as we want ". It is just of matter of how many we decide to do. Mr. laizzo stated, "You need a full Board recommendation on that ". Mr. Ward stated, "I don't mean to minimize the project at the bottom, but the System III and IV retention areas are also something we get a lot of complaints about". It is basically fixing the back berm, the swales and adding some aquascaping. Mr. Sutphin asked, "Is this the east side of the berm "? Mr. Ward replied, "Yes, it is basically from the Commons north, to where it goes back out to Pelican Bay Boulevard ". Mr. Sutphin stated, "I am searching my memory, but isn't this an area where the Foundation had at least indicated their willingness to jointly fund work "? Mr. Ward replied, "No, not to my recollection ". Mr. Domenie asked, "Isn't that private property east of the berm "? Mr. Ward replied, "I am not so sure why that matters', We have easements over all of this property for operations and maintenance. Mr. Domenie asked, "Why should we spend money on their property"? Mr. Ward replied, "We do all day long ". Mr. Domenie stated, "Not to the tune of $200,000 ". 255 Budget Sub - committee 1 i July 21, 2004 6 Mr. Ward stated, "As part of your water management system, all of the lakes on the golf course we owned, operated, maintained and built ". We built the berm, we build stuff all of the time on property that we don't own. We don't own anything in Pelican Bay, but we do have easements over everything. Not to beat my head up against the wall over who owns what around here, but the fact is we have easements over all of this property for operations and maintenance and construction of our infrastructure. This is clearly a project we would have undertaken; irrespective of who thinks they own what. Mr. Sutphin stated, "It is an area that has received a lot of complaints ". Mr. Seblatnigg, do you have any comments on this? Mr. Seblatnigg replied, "No, I think it is a good project ". In fact Mr. Kinney, Mr. Carroll, Mr. Ward and I have talked about doing something as it extends to the private properties on the east side of the berm. Some of the high rises have made some improvements and they look quite nice, while some of the other high rises don't do anything and they look quite bad. Our thought is to continue from the public property to get them to do something on the private property so that the entire berm area looks nice. Mr. Sutphin stated, "it seems to me that if this is something that the Board is going to consider, we would get more bang for the buck if there was some involvement, to make sure that it was a joint effort, involving whatever could be coerced out of the condominiums to contribute. That would certainly make sense to me. I don't know how doable it is. Mr. laizzo stated, "Especially when their property runs back to the east side of the berm ". There are a lot of communities that run right up to the berm. Mr. Domenie stated, "Some condominiums have done a clean up job and others are a mess, but I don't know to what extent they are allowed to remove anything ". Are they allowed to tear out bushes that are not Brazilian pepper trees, etc.? Mr. Ward replied, "No ". Mr. Domenie stated, "They are required to remove exotics ". Mr. Ward replied, "Along the berm we maintain those areas, including the removal of the exotics on a regular basis ". The only area we do not do that for is Crown Colony. The reason 256 Budget Sub - committee July 21, 2004 611A6 A that we don't is that the Crown Colony Association never initially removed the exotics on the development of their site. I have told them for years that if they would remove the exotics, we would take over the maintenance, but we are not going to spend significant capital dollars in removing exotics that should have been removed some time ago. Mr. Domenie asked, "Is that something code enforcement should be involved with "? Mr. Seblatnigg replied, "Code enforcement wrote a letter to Crown Colony approximately two weeks ago asking them to follow up and we are looking forward to hearing back from their Board of Directors ". Mr. Werner asked, "Mr. Ward, are you saying that if one of these condominiums wanted to do something to the area behind them they could not do it "? Mr. Ward replied, 'They cannot remove materials that are not exotics ". Mr. Werner asked, "Do they need permission from us or a permit or what "? Mr. Ward relied, "They need permission from us as well as a permit ". Mr. Domenie replied, "Not from us ". Mr. Ward replied, "Yes, we would review and approve that ". Mr. Seblatnigg stated, "The idea was to come up with a comprehensive procedure that would allow buildings to improve their areas east of the berm and to share in the expense ". Mr. Ward was going to be kind enough to prepare a first draft of how that would work. In the building where I live, the Manager occasionally talks with Mr. Lukasz and tells him if they have a few hours to clean the area up, to please do it and we pay you for the work. That type of approach would work up and down the berm and would work within the guidelines of the County and would look much nicer. Mr. laizzo asked, "How does it work that we get paid for doing something like that "? We should be sending them a bill and they should be paying the Pelican Bay Services Division. Mr. Domenie stated, "Cap d'Antibes planted palms and yellow lilies ". I guess they were able to tear out all of the vegetation, except for a few ugly trees and planted some palms and lilies. Others cannot do that. I assume they received approval to do that. 257 Budget Sub - committee July 21, 2004 1611AEi A Mr. Lukasz stated, "We worked with Gulf Bay on what went on down there ". We also worked with the Claridge for what went on behind their building. Mr. Nordhoff asked, "Mr. Ward, would you like to keep that $220,000 "? Mr. Ward replied, "It seems to be a priority issue and has been raised by the Foundation ". As you know, I thought it was important a few years ago and I still think it is an important area to upgrade and maintain. That is where most of your residents walk and to me it is an important element. Mr. Nordhoff stated, "It you add that to the $500,000 you are right there ". Mr. Domenie asked, "Was the reinforcement of the north berm a part of this program "? Mr. Ward replied, "For purposes of planting, it is mostly on the east side of the berm, but fixing the berm itself are all in this amount ". Mr. Sutphin asked, "Mr. Ward, in your view are the irrigation systems in good enough shape that we could do this "? Mr. Ward replied, "I doubt the beach is going to move forward, I would like to do Systems III and IV and feel it is important to do it ". You can pick whatever you feel appropriate out of this list. I really like doing Crayton Road because it is one of the older areas and can be done relatively quickly, to make a decent impact on the community. Again, I don't have a strong preference on anything on that list. Mr. laizzo stated, "You want to watch Hammock Oak Drive because they are going to start construction on the new community center". If we do any irrigation on Hammock Oak Drive you are going to have construction all over the place and that will be a problem. Mr. Sutphin stated, "That is a good reason to defer Hammock Oak Drive ". Mr. Nordhoff moved, seconded by Mr. Sutphin and approved unanimously that the recommendation be made to the full Board that if Beach Renourishment does not happen the $700,000 be reallocated to cover the expense of doing System II/ and IV retention areas ($200,000) and for irrigation and landscaping for Crayton Road ($250,000) and West Boulevard ($200,000). 258 Budget Sub - committee July 21, 2004 1611A5 A Mr. Werner stated, "For our Board Meeting, I would like a little more detail for the $200,000 ". Mr. Sutphin replied, "So would I ". I think there should be some genuine discussion if we are going to spend that kind of money and if there is an opportunity to get more bang for the buck by getting cooperation from the private property elements, then shame on us if we do not pursue it. Mr. laizzo stated, "Just send them a bill ". Mr. Sutphin replied, "I'll send the bill, you make sure they pay'. Mr. Domenie asked, 'We have asked the County to consider $1,900,000 for cattails ". I know it was discussed at the County level and they did not have the funds, but I have not heard anything further. Mr. Sutphin replied, "The answer has two letters, not three ". That is a dead issue, at least for this year. The interesting thing that did come out of that is that when we do capital improvements in the Clam Bay System, ala the channel cuts, the maintenance of those improvements then falls under the County's responsibility. We will not be burdened from a funding standpoint to have to maintain those channel cuts. DISCUSSION: COST REDUCATION — SHOULD WE HAVE A FORMAL PROGRAM? Mr. Sutphin stated, "This is something that I feel falls within the purview of this Sub- committee ". To be honest, I am not sure how to get at it, if we do want to get at it. I have been reminded that the County personnel compensation system does not provide for incentives for employees to save money. In most organizations there is an incentive, if cost reduction is an objective and those objectives get met, then the people who accomplish it get rewarded some how. That does not exist in the County's system- I think it limits how creative we can be. Mr. Nordhoff asked, "Didn't we decide last year that our control is over capital projects, much more than operating, so to cut costs we have to eliminate capital projects "? Mr. Sutphin replied, "Yes, to keep assessments down ". The whole issue of operational efficiency is one that you would normally think we would focus on, but I am not quite sure how to get at it. 259 pr Budget Sub - committee 11 A July 21, 2004 16 Mr. laizzo stated, "You have three major categories ". You have Personnel Services, Operating Expenses and Capital Outlay. We should be able to attack each one in some manner that helps to identify a need to cost reduce the budget. Mr. Sutphin stated, "The Sub - committee scenario and the Sunshine Law restraints make it viable to go in and do this as a group ". It almost has to be individuals volunteering to focus on areas that go in and look at it and come back and report. There are some things that have come up that are obvious to me. As an example, I called Mr. Ward before the meeting and asked him how much does it cost us to deliver these agenda packages by messenger, as opposed to mailing them? I come from an area where courier service is a very expensive way to communicate with documents. It turns out it is $4.50 per envelope. On a heavy envelope, it is probably a savings over using the postal service, but so much for that bright idea. Mr. laizzo asked, "Are the packages sent out from the office or where do they emanate from "? Mrs. Smith replied, "From the office ". Mr. laizzo stated, "We all live right around the corner, why can't we each stop over and pick them up "? Mr. Sutphin replied, "If the Board voted to do that, certainly'. Mr. Ward stated, "You are being penny -wise doing that ". If you want to stop and pick them up, be my guest. I hold the agenda open pretty late in the game to try to ensure that by the following Wednesday you have everything that we have. Therefore, you may get them late Friday. I would just as soon pay the $4.50 and deliver it to you and not worry about whether you can pick it up Friday before 5:00 PM. Mr. Sutphin stated, "The kind of thing that gets to me and I go back to the last Board Meeting where Turrell and Associates handed out several dozen large color prints of the Clam Bay System ". I don't know what they cost per copy, but that kind of stuff proliferates. The Clam Bay Annual Report is 4 inches thick. I am not on that Sub - committee, I listen to the presentation, I find it interesting, I take those books home and they go on a shelf. Lord knows what it costs to produce those reports. I asked Mr. Hall if that report could be posted to the web and his answer 260 Budget Sub - committee 6 y 21 ' A Jul 6 2 00 4 was absolutely. If you want to read it, sit down at your computer and read it. Those reports probably cost $200.00 each to produce. Mr. Ward stated, "It is easy for us to post them ". The problem is on the user end, depending upon your connection speed to the system, it could take you hours to open a document. If you run off a DSL line it will take no time at all, but these documents with pictures are rather huge files, even if they are in a PDF format. I don't care what agency I represent, that is the one issue that I find residents and Board members generally have a problem with. They all want their little piece of paper, whether they throw it out or not is immaterial, but they want that piece of paper. Mr. Domenie stated, 'We have to prepare it in any case for the agencies ". Mr. Ward stated, "Mr. Sutphin is not wrong, each books costs approximately $200.00 by the time we add the time to print it and bind the report". Mr. Sutphin stated, "I don't remember how many books Mr. Hall indicated he has to send to Tallahassee ". There are a large number that have to go to Tallahassee, which he believes no one ever looks at. Mr. laizzo stated, "The other topic is consulting fees ". Can't we have an end game with these consultant fees? We pay hundreds of thousands of dollars for consultant fees. Mr. Roellig stated, 'When the consultants come to our meetings, put them on right away and then let them go ". Don't be paying for four hours of meetings at $150.00 an hour. running. Mr. Sutphin stated, "That is an excellent point ". Typically with these people, the meter is Mr. Roellig stated, "Move the consultant to the top of the agenda or have them come at a designated time ". Mr. Nordhoff stated, "Mr. Hall brings an assistant along with him and we are probably being charged for two consultants ". Mr. Werner asked, "Is meeting attendance part of our contract with Turrell "? Mr. Ward replied, "Yes, we have a fixed fee with Turrell with regard to that issue ". 261 Budget Sub - committee July 21, 2004 1611A 6 A Mr. Sutphin stated, "It was not my intent to accomplish anything specific on this subject today, but to get people thinking about it ". For the next meeting, if each Sub - committee member could come in with ideas of ways we could attack operating costs that would be beneficial. Some of it may be for an individual member to agree that he is going to focus on a specific area and come back with some hard recommendation, first to the Sub - committee, which we would then take to the Board for approval. I don't know of any other way to get at it. Mr. laizzo stated, "it would be nice if we could bring this issue up at the next regular meeting of the Board ". Mr. Sutphin stated, "It will be part of my Sub - committee report ". I will solicit ideas from every Board member at that time. Mr. laizzo stated, `That question should go out to the entire Board asking them to come back with some ideas on cost reduction ". I think that is a great idea. to do "? Mr. Sutphin asked, "Mr. Ward, can we do that in advance of a meeting "? Mr. Ward replied, "Yes, we can do that, but I am not so sure they are going to know what Mr. laizzo stated, "It means looking at the budget and thinking about what is expendable ". Mr. Ward stated, "I think it would be better for Mr. Sutphin to bring the issue up and provide the members with an idea of what to look at and then ask them to put their ideas in writing and send them to Mrs. Smith for inclusion in the next Sub - committee package ". Mr. Sutphin stated, "One of the nice things about our Board is that we have a diverse group of experience and talents and different people are going to be able to focus on different areas and see something that is obvious to them, but is not obvious to somebody else ". Mr. laizzo stated, "In the way of reduction, we have water quality done in the water management fund and we do the very same thing in the Clam,Bay restoration Program ". We are spending $14,000 in the Water Management Budget and also do the same thing in Clam Bay. Is it the same readings, is it the same personnel, I need clarification or something has to be done about why we are doing the same work in two different places? 262 Budget Sub - committee July 21, 2004 1611 A 6 A Mr. Ward replied, 'What Mr. laizzo is saying is that there are costs that we incur for testing water in the system, which is west of the berm ". The balance of the water management is in the Clam Bay Budget, because it is in Clam Bay and is part of the permitting process and part of the permit requirement. We pay for testing in the water management system, which has been done since 1980. 1 have told the Board that the samplings are no longer required, but as part of the Clam Bay Restoration Project we wanted to continue doing that testing to ensure that we did not have nutrient loadings going into the Clam Bay system that would adversely affect the restoration efforts. This would also ensure that we could continually provide data over the ten year permitting life of that project; that what we were doing upstream did not change pre -Clam Bay Restoration versus post -Clam Bay Restoration. Mr. Domenie asked, "At the end of ten years what happens "? Will they ask us to extend that permit after ten years? Mr. Ward replied, "I would suspect that about year eight we will reapply for continuation of that permit, which is a good idea ". What it does is to allow you to dredge Clam Pass under permit, without having to get a new permit every time you want to dredge Clam Pass. The downside is that you have ongoing yearly monitoring requirements associated with that, but if Clam Pass closes you don't have to get an emergency permit, which the regulatory agencies hate. All we have to do is submit a request for dredging, provide the cross - sections and within a few days we can get a letter giving us notice to proceed. If you recall, years ago we spent months trying to get these emergency permits to dredge Clam Pass. Mr. Sutphin stated, "Again, it was not my intent to deal with any specific issues at this meeting, but to get a thought process on how we can look at operating costs and hopefully accomplish something ". Mr. Domenie asked, 'Who owns the property next to the tall building at the Marketplace "? Who can enforce that area to be cleaned up, it contains a big ditch, dirt mounds and weeds? Mr. Ward replied, "I don't recall who owns that parcel, but it is privately owned ". Mr. Seblatnigg stated, 'When Mr. Carroll and I came back from a meeting at the County, he and I drove in there to see what progress was being made in the median ". I pointed that 263 Budget Sub - committee 61 A 6 July 21, 2004 �1 parcel out to him at that time. Mr. Carroll indicated that he would consult with Mr. Ward to see how we can best approach this area, because we are going to be spending a lot of money on improving the entrance. Mr. Ward replied, "He did consult with me, I just have not looked it up yet ". Mr. Sutphin asked, 'To the extent that it is private property, does the Foundation have the ability to enforce the covenants "? Mr. Seblatnigg replied, "I am not sure if it is the Foundation, the County, or both ". We can enforce our covenants, but by the way the area appears I would think that it falls within the County also. When we get the answer from Mr. Ward we can get the right direction. ADJOURN There being no further business the meeting adjourned at 4:10 P.M. Christopher Sutphin, Chairman 264 m 0'o �3 �W K 0 0 W � w y O N m 0 ♦I U c 3 �i _n � CD m 3 3 A) m m y V! � O y 7 CD I i w La m C' N N N N N N N V 07 (!( A W N O f0 W V (n A W N O (O W V (T A W N p W W V N N = W = m O w z �a A � � �y mc cc a ( w cc w D o D cn nc CD z CD K o 0 mM � mo m CD xo m om D �C CD CD CD 0 = o C0 a m 'a 1 a 'a D D QO aa 0-0 o a �� w ;t ;v w i A N F fc O u, W w �O �O f? A D (° Q _ w o w 0 CA a 3 3„ CD CD to @CA d :3 W T a C p � C CD CD w m Z CD R0 Cl = O$ w �. 0 w z c c a, M C O v (D (D �. CD � CD � � O -0 O - O N (n 0 rrt .rt � mi CDIR miQZ CD �IW M' �w m', WIN m �rn - IQ m' 3IQ m m rig m �Ic m ca m W c _ m m 8 m O Wiz 8 ! Im, v m wv O �• CD w N 3 v m o N N U) O C CD 3 w C Z 3 3 w � � 3 3 CD w w N VI N O CD �j a CD J QNi CNJt A W N N O c0 OD �1 m W A W N O w aD V o) N A W I N i O o � c6 m m m = 3 s 0 y c 0? = F o �$ W w Q z w m w 2 oo o D D m'_ m m m w m m c o 7 $ o" 9_ g1g p 3 C y c3 � 3 »� R �0 `D o o i6 $_ m m �i w P > - (� : r 7 c 7 W 3 7 Q et phi (C �p r• C 3 ' `° 4 7 37 ! C (Q 7 a io cc 3 S m Wig mIW° m Calf IW mff WI� m M w` CIA m i WIT Q CIA ml i WIw MIA m'; W� KI9 Ml WI_� CIA I MI Wlc mi Wit rA m WIC i�I-aA iml IW ml W o M! wIF 1611A6 A TURRELL & ASSOCIATES, INC. MARINE & ENVIRONMENTAL CONSULTING 3584 Exchange Avenue, Suite B • Naples, Florida 34104 -3732 • (239) 643 -0166 • Fax (239) 643 -6632 MEMORANDUM To: Clam Bay Subcommittee From: Tim Hall Turrell and Associates Date: July 28, 2004 Subject: Proposed Channel Cuts for Remainder of System Our original proposal presented to the subcommittee in early July was based on a budget of $250,000. July meeting, we were informed that the budget for channel construction to be conducted in the coming y ear had been reduced to $150,000. We have subsequently modified the proposed channel construction proposal to fit within this budget. The first year would complete the die -off area adjacent to the Strand and the subsequent year would complete the channels in the northern part of the system next to the Bay Colony beach condominiums as well as the southern portion of the system and the areas adjacent to the tram berm. The lengths of main and secondary channels proposed for the next two years is indicated on the attached drawings as well as below. This work would complete all of the channels that we feel are needed in the system at this time. 2004/05 Fiscal Year 9,400 linear feet of main channel @ $8.50/ft 10,000 linear feet of secondary channel @ $4.50/8. Engineering and oversight - $25,000 Total costs - $149,900 2005/06 Fiscal Year 13,100 linear feet of main channel @ $8.50 1ft 7,600 linear feet of secondary channel @ $4.50/ft. Engineering and oversight - $25,000 Total costs — $170,550 The accompanying exhibits show the locations of the completed and proposed main channels throughout the entire system. 1611A6 P, Proposed System III & IV Berm and Retention Area Improvements Attached are conceptual plans proposed for improvements to the System III and IV Berm and retention areas. Below is an outline of those improvements and estimated costs. • Place fill in the eroded areas along the berm slope and grade slopes of berm. $ 69,700 • Install Bahia sod along the berm slope. $ 12,000 • Install aquatic plantings along the base of the berm slope on the east and west side. $ 15,200 • Clear nuisance plant materials from retention area including Florida Willow trees from the first 50 feet. $ 75,000 • Install native plants and trees along cleared areas of retention area adjacent to berm according to the planting schedule attached. 27,900 $199,800 PJ fi DATE OF AERIAL: JAN, 2003 "AL Irv. ALLP It to, I 1 '00i MATCH LINE Wd rA t V. 7"'71 CV -300 DATE OF AERIAL: JAN, 2003 'CH LINE moo- ' 41 IF ti SUM 'row AA TAP I a� u �t� i7c Pc,aNiyi , 4::,-, -.,aNNPs Ll L.Y. PIGkt��AL WEED. DULL YLUh N-. Gore t�-- . "54�pt;p� bp! -4�oti N- occ.Y, 1611 A'6 A -h X-e-z' 0 24, .7JLY 2d04 L m o� m Zm m •rn Ca Z 0 Z 1� 0 0� L c -A- mo t P--A 0 V,mZ rn 3 rn --+Om 3 Zmm�, Xa� GZ Z +Q morn � b c � p m+-rr rn 0 Q� L c r 0 -Ao m 4 m � 2 m )i )- 3 -r m z 0 0 WHAT ISAN MSTBU??? MSTBU stands for Municipal Services Taxing and Benefit Unit. The Pelican Bay district is an MSTBU. The district encompasses all property from U.S. 41 to the Gulf of Mexico, north to Vanderbilt Beach Road and south to Seagate Drive. Being an MSTBU is a status that the State of Florida permits counties to give to dependent districts (Pelican Bay is a dependent district within Collier County) to permit them to tax property owners within the district to pay for services and improvements they desire that are not provided by the County from general tax revenues. What are the benefits of beina an MSTBU? The MSTBU structure permits property owners to tax themselves for services and improvements they want. All of the taxes imposed by an MSTBU are spent within the MSTBU, with the exception of small allocated charges by other County departments who provide legal and administrative services to organizations throughout county government. Being an MSTBU provides many of the benefits of incorporation without the added expenses. In the case of Pelican Bay, the taxes and assessments charged by the MSTBU are paid by Pelican Bay property owners and spent in Pelican Bay for the benefit of Pelican Bay residents. Why is Pelican Bay an MSTBU? When Pelican Bay became a dependent district within Collier County, the property owners desired services and improvements to publicly owned lands and facilities that would not be provided by Collier County. Being an MSTBU permits the property owners to tax themselves to pay for those services and improvements. Is Pelican Bay reauired to be an MSTBU? NO! The residents of Pelican Bay can vote to dissolve the MSTBU and revert to being a part of unincorporated Collier County. Services and improvements would be provided by Collier County at the same level provided to the rest of the County. Would taxes and assessments ao down if the MSTBU was abolished? YES. The ad valorem taxes and non -ad valorem assessments for the Pelican Bay district would be eliminated. So would the A 6 A by Chris Sutphin, Vice Chairman Pelican Bay Services Division Board services and improvements paid for by these taxes and assessments. What is the Pelican Bay Services Division (PBSD,)? The Pelican Bay Services Division is the administrative and operational organization which plans and implements services and improvements in Pelican Bay on publicly owned property. By agreement, they also perform maintenance and execute improvements on private property owned by The Pelican Bay Foundation. With the exception of a part time contract administrator all Pelican Bay Services Division personnel are employees of Collier County. Their work is performed 100% in and for Pelican Bay. The costs of running the Pelican Bay Services Division, the services they provide, and the improvements they plan and execute are paid for by the taxes and assessments levied on property owners in Pelican Bay. How can I influence how much I g_ay and what I get for • GET INVOLVED! The Pelican Bay Services Division Board, which oversees the planning, budgeting, and operations of the Pelican Bay services Division meets monthly. The Budget Sub- committee, which is focused on planning and budgeting, meets nearly every month. All meetings are publicized in advance and are public meetings. Verbatim minutes of all meetings are published on the Pelican Bay Services Division web site. Resident participation and input is critical to determining what services are provided and what improvements are made. By getting involved and being an informed participant in the process, you can influence what services and improvements are provided and what they cost. • HELP SELECT BOARD MEMBERS! The current ordinance governing the Pelican Bay MSTBU provides a mechanism for property owners to express their preference for persons to serve on the Pelican Bay Services Division Board. The terms of 4 current board members expire in January 2005. Each property owner will receive a ballot by mail in the November/ December time frame and have the opportunity to indicate which persons desiring to serve on the board they would prefer to represent them. The results of the balloting are forwarded to the County Commissioners to guide them in making appointments to the board. 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Shane Cox, Utilities Engineering Dept. Paul Kwa, Utilities Eng1ne'g {l1Qat. lq b W L R1 4 1611 A7 June 10, 2004 I. Meeting was called to order by Chairman Ron Pennington at 1:31 PM. II. Roll Call: Roll call was taken with Mr. Snediker and Mr. Arceri being excused. A quorum was established. III. Changes and Approval of Agenda: Mr. Hovell mentioned the representatives from Eco -Shore were asked at the last meeting if they would consider doing an experiment at their cost and was not sure they would be in attendance. Mr. Ginsberg would like to speak on the topic of people being excluded from particular beaches. Mr. Pennington stated to be within their policy, if a member wishes to bring up an item, should be under "Members Comments" at the end of the meeting. Mr. Pires moved to approve the agenda as presented. Second by Mr. Sorey. Carried unanimously 5 -0. IV. Public Comments: SPEAKERS - David Roellig — Non - Incorporated area — reason he came today was that he was under the impression — "members serve until they are replaced" and find that is not the case. He expressed his appreciation of the staff for all the work they have done and bid his fellow members a fond farewell. The reason he is not going to be reappointed is because there is talk Pelican Bay may be annexed into the City of Naples and that would give the City of Naples another vote. He has always voted with the City of Naples and Marco Island and anyone wanting to improve the maintenance of the beaches. He hopes they get a notice from DEP in July that they will issue the permit for the County. If not they don't advertise and award a beach renourishment. When there are a lot of unknowns and variables, he hopes they don't advertise the job unless they get the permit. He has enjoyed his tenure on the committee and said his "goodbyes" to everyone. Mr. Pennington thanked him for his service on the Committee and assured him if they don't get the permit, they will not award a Contract. Mr. Pires also personally thanked Mr. Roellig. Mr. Pennington welcomed their newest member Mr. Murray Hendel. V. Approval of CAC Minutes: A. Approval of minutes of May 13, 2004. - Page 6 — 3rd Par. — 2nd line — insert (coma) after development services director. Add (and) insert - would (not) be to get the County Attorney's opinion. - Page 7 — Speaker John Findley — change — title to tidal. - Page 7 - Should state Wiggins Pass (Inlet) 611 June 10 2004 -- - Page 7 — last line — capitalize (Outstanding Florida Waters) Mr. Ginsberg moved to approve the minutes of May 13, 2004 as amended. Second by Mr. Pires. Carried unanimously 5 -0. VI. New Business: A. Wiggins Pass Permit Modification Study — Shane Cox (Sr. Project Mgt. Public Utilities Engineering) Update from Humiston & Moore is as follows: • One problem — Gulf erosion along Barefoot Beach and the other erosion inside the channel. • Option for Gulf side — renourish beach, address dredging plan and erect control structures. • Shore protection structures and realign the channel were two solutions discussed with realigning the channel with the most interest. • Was asked to prepare another proposal to continue with that solution. • Has proposal for Phase II of the Study including survey and modeling. Would compile off other charts and look at various dredging discussed previously. • Not compatible with structures on their effect of outcome. SPEAKERS John Findley — Estuary Conservation Assoc. - Chairman of Milestone Committee — (monitors the pass) — He mentioned Parks & Recreation Advisory Board was going to give some recommendations. The erosion is continuing. The beach is not building back up. He showed pictures on the visualizer. He showed places of erosion. Depths are dropping down where the dredging was done. Had been concerns with 13 foot level and reducing it. Natural level into the gulf is 13 feet. Most of the erosion on Barefoot Beach took place 9 months after initial dredging that went to 13 feet. Was down to 8 -10 feet after most of the erosion took place. The 13 feet is not a big factor on the actual erosion. The river is a more dominant force now. Recommendations by the Estuary Conservation Assoc. were to take out tidal shoaling. Showed the area on the map. Water and stronger tidal flow causing curve. Not dominant force but with rains it is cutting into back side of island. That is what the Parks and Rec was concerned about. Recommend to endorse straightening of the pass and taking it out. Will create a better health to the estuary for incoming tidal surges going in and out. Would reduce dredging. Continued to show many pictures. Further discussion followed on Mr. Findlay's above remarks with the Committee. Mr. Hovell mentioned the State Parks people attended a meeting at St. Johns Church and expressed some of their views. Mr. Findley asked the person who he was representing and the person stated he was representing the State Parks & Recreation and not the State itself. C 1611 June 10 2004 Mr. Pires recalls a comment from the State park people involving the preserve. Some of the materials he had, stated they should leave it along. Part of the concern was the erosion was caused by the depth of the dredging project going to 13 feet. He talked about a report from Humiston & Moore on the increase of the erosion rate north at R16 — increased scope of the dredging project — technical information was; part of the channel is filling in — depths of 8 feet. His thought was to leave it as it is without any further dredging. Mr. Hovell said there are two sides to the erosion — gulf side (dredge or not to dredge) and the interior side (bay side) has more to do with the shape of the channel and the amount of water coming from inland sources. The concept to deal with the two forms is two different things. On the interior side is to study two versions of dredging the flood shoal. Mr. Findley gave the members a history of the shoal. Discussion on the increase of flow, the rains and the S curve. Mr. Ginsberg mentioned cutting a straight line may create more erosion on the north and south banks at the mouth of Wiggins Pass. Many of the things discussed are items that would be in the study. Murdo Smith — Parks & Recreation — made a correction from Mr. Findley's remarks. Mr. Findley attended the Parks & Recreation Advisory Board for the County, and not the State. It was the State giving their opinion of not being in support of this — not the Parks and Recreation Advisory Board of Collier County. Doug Fee — North Bay Civic Assn. — Mr. Fee had a handout for each Committee member. (Handout was not given for Minutes & Records.) They asked at the last CAC meeting to have Parks & Rec hear the presentation being the sponsors. He felt they were not in support of the T- Groins and continuing to dredge to 13 feet outside the mouth. They were not prepared whether they would support removing the flood shoal. Felt more information needs to be presented. In the future they would or would not recommend. They need to determine how much more study is needed. He read the same thing that was read at the last CAC meeting. Those important remarks are as follows: • Two important things: Preserve lands north and south of the pass. Both held by the State of Florida internal trust. • Florida Statute 253.034 all lands acquired in the trust shall be managed to serve the public interest by protecting and conserving land, air, water and the states natural resources. • Manage with a single purpose in mind. • Barefoot Beach and Wiggins are preserves and decisions should be made that they remain as natural as possible. • Designation of the waters at the pass, as well as parts of the Estuary, is Outstanding Florida Waters and needs to be kept in mind. • Discussed the Statutes and DEP factors and read 2 of them — habitat and navigation and flow of water. 7 16 I'le 10, 2004 • North Bay Civic Assn. — concerned with public not having enough time to comment and see what is in the report. Parks & Rec Advisory Committee needs to see what is in the report and discuss it. • Barefoot Beach — the southern tip has stabilized with the public being able to enjoy the beach. • Study seems to focus on navigation issues. • Dredging to 13 feet has a direct effect on the erosion of the shoreline occurring after the major dredge. • Not in support of T- Groins on the north side of Barefoot Beach. GMP clearly states they are not permitted. • Many questions were raised on the dredging of the S Curve. In the handout he had a picture from the Wiggins Pass Inlet Management Plan adopted in 1996. Showed the Pass system. Referred to different items in the handout. Mentioned review of the Manatee Protection Plan, adequate depth criteria's showing shallow water system. Discussed many of the photos he provided to the Committee. He discussed pink highlighted areas in the handout. (Boundaries, sea grass and Hardbottom) Need to weight impacts. Attended meeting "Friends of Barefoot Beach ". Mentioned different issues Dr. Gore mentioned of which one was "recommended boaters slow down and take their time getting in and out of the passes. Deeper and more frequent dredging will only worsen erosion on the north of the area." Mr. Fee stated no one is arguing it needs to be navigable. Most boats have a shallow draft — 3 feet or less. No problem with the system and need to keep this in mind. Mr. Pennington asked about the funding being a transfer from Reserves. Mr. Hovell stated the Revenues from TDC have increased approx. $200,000. Mr. Pennington would like to see the status of the different accounts in the Budget when there are request changes. It would be helpful for making recommendations. Mr. Hovell can give him the projects from his office, but can't from the entire Tourist Tax Category "A" Fund. Mr. Pires found the Wiggins Pass Monitoring Report from Humiston & Moore submitted September 13, 2002 conflicting with references of recommendation. He mentioned one page stated the erosion at the north side of Wiggins Pass should expect to continue with the highest erosion occurring during the months following a dredging event. Nothing referenced inflows or fresh water from upstream sources. The dredging related erosion should diminish over time with successive maintenance dredging. Also talked about the stability of the inlet channel and getting beach quality sand. He continued reading the parts of the report stating they already have a study that indicates engaging in that type of dredging could result in exacerbation of the erosion issue on the north shore. He didn't know what they would be spending the $51,000 for or if needed. Mr. Pires moved to recommend to the Board of County Commissioners and TDC to not engage in the scope of work and deny the request for further study. Motion was seconded. 1611 A? June 10, 2004 Mr. Pennington mentioned doing nothing was an option and there are differences of opinion. Mr. Hovell mentioned staff brought this to the Committees attention with the proposal before them because of the options mentioned at last months meeting in feeling this was the best course of action. His office has no recommendation one way or another. Parks & Rec asked to address specific erosion issues, pending further studies. They are cautious about doing anything, but were interested in what the potential impacts might be. He will check with the project sponsor to see if they wish to go forward or withdraw the request. Motion carried unanimously 5 -0. B. Draft Marco South Beach Renourishment Permit Application — Paul Kwa — Public Utilities Engineering Dept. — Showed pictures of South Marco Island - Caxambas Pass — is slated to be constructed the winter of `05/06. His report included the following: • Area used as a borrow sight for 1991 & 1997 restoration project. • Showed where sand was added — 560,000 cubic yards (1991) • Dredged 60,000 cubic yards of sand from Caxambas Pass to South Marco Beach (1997) • City of Marco Island is sponsoring the project and application will be submitted for their approval. • Showed Borrow area photo • 130,000 cubic yards are needed to fill the beach to design specs. • The grain size was discussed. (has mean grain size of .33 millimeters) Mr. Hovell mentioned details need to be decided. One is a list of alternatives. Tourist Tax funds are for beach renourishment and the most efficient way to renourish Marco South Beach may not be to dredge Caxambas Pass. The City of Marco Island's name will probably be on the permit and be requested to sign it. They are looking for approval from the City that the application reflects appropriateness. He showed a map of hotels and resorts meeting the public access criteria of the state along with the Parks and Recreation meeting access with boardwalk and parking. Mr. Hendel has a problem considering an application when the basic applicant isn't fully approved. Mr. Pennington had a problem with the sponsorship — with funding policy only applying to sponsor for liability concerns and structures on the beach. There is no authorization or basis for it. He suggested they approve it and work out the details later with staff etc. Mr. Sorey moved approval of the FDEP Permit Application submission for Caxambas Pass dredging South Marco Island Beach Renourishment. Second by Mr. Pennington. Motion fails 3 -2. Those voting "no ", Mr. Hendel, Mr. Ginsberg and Mr. Pires 1 IAII A7 June 10, 2004 Mr. Pires felt it was a skimpy application. He wondered if it could be changed. A lengthy discussion pursued and Mr. Pennington stated the State says they have a responsibility of maintaining the passes. Mr. Hovell stated the Board of County Commissioners is committed to maintaining a navigational channel to a certain depth. They monitor and continue to say the pass doesn't need to be dredged and the channel markers not moved. Mr. Pires moved to forward the permit application with substantive additions to the particular aspect of the application dealing with the analysis of available alternatives. Second by Mr. Sorey. Carried unanimously 5 -0. BREAK — 3:06 PM RECONVENED — 3:13 PM Mr. Pennington mentioned Mr. Hendel will be leaving at 3:30 PM. This leaves them with no quorum. He was under the understanding they can discuss further but to take no action or make no decisions. Mr. Hovell stated in checking with the Attorneys Office if there is no quorum the meeting should be adjourned. Mr. Pires stated he advises his public sector clients the same. Mr. Pennington then asked to have Mr. Hovell e -mail an update on the balance of the Agenda. The Committee proceeds with the rest of the meeting until they need to adjourn. X. Committee Member Discussion: Mr. Pennington stated Commissioner Fiala Chairman of TDC is in agreement of a joint meeting in August. They will have "Joint Agenda items" so the meeting can be recorded legally and any other business would be conducted at their September 9th regular meeting. Also noted — Joint meeting for Hideaway Beach Renourishment on Sept. 9th. Need to confirm that date with TDC. Mr. Hovell mentioned they can't ask contractors to submit bids if no funding partner. He suggested the "Joint meeting" be the September 9th CAC meeting and invite TDC. Mr. Pennington will address this change with TDC. Other items addressed: • Beach funding approved by legislature and moved up on the priority list. • Agenda packets are now sent via E -mail — reducing costs. • Maria will post entire Agenda. Large files of back -up materials will need to be mailed or posted to the website. • Mr. Sorey has been advised not to have anything e- mailed to his home computer — entire computer is public record and could be subpoenaed. • Discussed the process for links etc. Will start with their next meeting. • Large downloads taking more time was also discussed. 10 1611 N7 e 10 2004 Mr. Hendel asked the status of the membership. • There is one vacancy at this time — one was appointed Tuesday from the City of Marco Island, and Mr. Roellig's seat (at- large) was advertised and should be appointed at the June 22nd Board meeting. Mr. Sorey asked about dual board membership. There was a consensus at the City Council meeting there was no problem. Mayor Barnett wrote a letter June 3rd to that effect. Mr. Ginsberg would like two items added to the next meeting: • One was "Week -end Clean-up Crew for Beaches" — but the Committee did not feel the subject to be in the purview of the CAC Committee or in the Ordinance. • The other item Mr. Ginsberg wished to be on the Agenda was — "individuals being asked to leave particular beaches." Again members did not feel was in the purview of the CAC committee. Seems to be going beyond the realm of the Ordinance etc. Discussion followed on the role of the Coastal Advisory Committee establishing policies of funding, beach restoration and beach access points. The Committee discussed the role of Parks and Recreation and the Coastal Advisory Committee and the concerns and differential of each. (Mr. Hendel left at 3:35 PM.) The next meeting of the Coastal Advisory Committee will be July 16th, 2004. There being no further business for the good of the County, the meeting was adjourned by order of the Chair at 3:37 PM. COLLIER COUNTY COASTAL ADVISORY COMMITTEE Chairman Ron Pennington 11 1611 A7 Memorandum To: Sue Filson, Executive Manager - Board of County Commissioners From: Maria Bernal, Tourist Tax Coordinator — Tourism Department Date: July 20, 2004 Subject: COASTAL ADVISORY COMMITTEE MINUTES — June 10, 2004 Attached are the May 13, 2004 Minutes which were approved by the Coastal Advisory Committee on July 16, 2004. Attachment Fiala Halas 1611 Henning Coyle -�- C °letta ra n d u m O0.10P To: Sue Filson, Administrative Assistant Board of County Commissioners From t, Supervisor RECEIVED Services JUL Z 7 2004 Board of County Comnrissf Date: July 27, 2004 00. Subject: Golden Gate Estates Land Trust Committee Meeting Minutes Sue, please find attached a copy of the "approved" minutes from the May 24, 2004 Golden Gate Estates Land Trust Committee Meeting. Thank you. Attachment as stated F "sc. Corres: Da±e.q �'.5.�%LZ�__ Item# I (Pa2II 14 & Copies To: Real Property Management Department 1611 A8 GOLDEN GATE ESTATES LAND TRUST COMMITTEE MONDAY, MAY 24, 2004 FIRE STATION #71— GOLDEN GATE BOULEVARD Charles ( "Skip ") VanGelder Linda Hartman Stephen Greenberg Karen Acquard Jeff Curl Toni Mott Linda Sujevich Art Dobberstein Marla Ramsey Mr. MacGregor - Chairman - Member - Vice - Chairman (Absent) - Member - Member - Supervisor, Real Estate Services - Administrative Secretary, Real Estate Services - Educational Facilities Planner, School Board - Collier County Parks & Recreation Manager -for his son, David, donation request for a flag DISTRIBUTION: GAC Financial Revenue/Expense Report as of 3/19/04 Map of Reserved Park Site on Immokalee Road (corner) Letter from David MacGregor I. CALL TO ORDER Upon arrival of Skip VanGelder, Chairman, the meeting to order at 7:14 P.M. II. APPROVAL OF MINUTES — March 22, 2004. �. There were no questions or objections to the minutes. Karen made a motion to approve the minutes. Linda seconded the motion. All in favor. III. APPROVAL OF TREASURER'S REPORT Toni reported an Ending Cash Balance of $1,125,110.25 and Available Cash Balance of $1,036,883.25. Toni said all the parcels on the Available List are currently under contract or a contract is pending. Values are coming in high and there is a great deal of activity. Linda made a motion to approve the Treasurer's Report and Jeff seconded the motion. All in favor. IV. Marla Ramsey, Parks & Recreation — Request for Land -Oaks Blvd/20th Ave NE (follow -up) Marla did not bring a site plan for the proposed neighborhood park. Marla said that typically a committee of neighborhood individuals would be established to assist in developing what the neighborhood park would consist of. Marla said it would be a passive park, which normally has pathways, picnic areas, benches, shelters, playground equipment, etc. As a result of the site having a great deal of wetlands, only a half -acre to an acre would be developed. Marla said they might attempt to construct a boardwalk ibis as through the wetlands. Marla said $100,000 is the amount used to develop a neighborhood park. Marla stated it is an added benefit when the neighborhood gets involved and provides input as to what they want. Marla said the Oaks Boulevard Committee has sent out a survey and have received favorable responses for a neighborhood park in this area. Marla stated the representatives for Tarpon Bay are concerned park located on this corner at this intersection is also on the corner that leads into their community. Marla suggested that Tarpon Bay and Oaks Boulevard Committee discuss this issue. Marla does not know the outcome of these discussions. V. Art Dobberstein, School Board — Update on School Board's position for land located on Oaks Blvd. /20u' Avenue NE Art said the School Board is agreeable to Parks & Recreation utilizing the property currently on the Reserved List for future use by the School Board, identified as Unit 97, Tract 10 on 201h Avenue and Oaks Blvd., in exchange for property located in Unit 195, Tract 85 on 16th Avenue SW & 19 Street SW. Skip asked Art what type of options the School Board would have with a parcel only consisting of 4.77 acres. Art said that due to the location, it could be feasible for the School Board to assemble property in this area. The property faces the road and could be used as an intermediate center. Art said he wants to maintain the 5 lots that were allotted to the school board and give up the lot that Parks & Rec. wants to use. At this time, the school board has nothing planned for the property in discussion. Skip said he would like to deal with the issue of Oaks Blvd., and 161h Avenue swap before carrying on with the other Parks & Recreation land swap on Immokalee Road corner. Skip asked the members if there were any questions or discussion regarding the above. Linda said it sounded fair to her. Karen stated she wanted to abstain because she does not want to give any more property to the School Board. She feels the School Board ought to be able to take care of themselves through taxes and that this committee is to assist those that have no other options available to them. Linda said since there were 5 parcels previously obligated, it seems reasonable to allow the School Board to maintain that number of parcels on the reserved list. Lengthy discussion ensued wherein it was stated that there is no legal obligation between the Board of County Commissioners and the School Board to reserve any of the properties that are held in the Golden Gate Land Trust. Toni stated that is true, however, when the committee was set -up, in good faith, certain parcels were set aside for future use by the School Board, Fire Districts, Parks & Recreation, etc. . Karen asked if the School Board did not utilize the property set aside for their use, if they could they sell it? Toni stated they are unable to sell the land as it is only in "reserved" status. The Committee was reminded that in July of this year, they would decide what they want to do with the reserved properties. Every four years, we send letters out to Parks & Recreation, Fire Districts, whomever we have the land reserved for and ask them if they still have an interest in this property and request their response by a certain time. The committee will look at the responses from the different entities and then it will be up to the committee at that time to decide whether the property remains on the reserved list for those entities and also the marketability property. The Committee's recommendation would then go to the Board of County Commissioners. Toni advised the members that even though the property is held on the reserved list for an entities future use, the Committee members still have the option to recommend the entity pay for the parcel. 1A11 A8 ' Skip asked for a motion to recommend to the BCC that the parcel located on Oaks Boulevard be transferred on the reserved list from the School Board to Parks & Recreation for utilization as a neighborhood park. Karen made the motion and Jeff second the motion. All in favor. Skip asked for a motion to recommend to the BCC that the parcel located on the corner of 16"' Ave. SW and 19th St. SW designated for future marketability on the reserved list be changed to reflect School Board use. Linda made the motion and Jeff seconded the motion. Three are in favor, one abstained. Motion is carried. VI. Marla Ramsey, Parks & Recreation — Request for Land — Unit 22, Tract A, 47.18 acres Marla brought plans for the proposed park planned for the corner of Randall & Immokalee Road at Orangetree. She displayed the plans with all the amenities working around the wetlands making it part of the park and maintaining as much of the natural vegetation as possible. There are pathways for biking/hiking, boardwalks, frisbee golf as requested, restroom facilities, picnic area, and a trail for ATV individuals. Marla informed the committee members that there has been discussion with County Manager Jim Mudd to determine the feasibility of a potential land swap of the above referenced parcel for property located across the road where the County fairgrounds are located. The Public Utilities Engineering Department purchased 216 acres for a future water and sewer plants. It may be viable for Parks & Recreation to utilize 20 -30 acres of this parcel for park needs. Marla stated that there is a 90 -acre lake that is approximately 4 -6 feet deep, currently owned by Bryan Paul. Commissioner Coletta would like to see this lake utilized for County purposes and it may be part of a PUD negotiations. Marla said there is the potential for creating a regional park in this area. There would also be the potential for a community center and an indoor /outdoor concert venue. The committee members were very receptive to the idea of a park being located in this area as opposed to the 47.18 -acre tract previously discussed, as it would be safer not being located directly on the roadway. Marla said this project is in the 5 year plan and there will be additional meetings to further investigate this option. VII. GOLDEN GATE FIRE DISTRICT REQUEST FOR FUNDS Toni stated the BCC approved the Agreement for reimbursement at their April 27, 2004 meeting. We are waiting now for the vehicle to be received and the invoice in the amount of $88,227 from the Golden Gate Fire Control & Rescue District for the Fire Safety House and Tow Vehicle. VIII. PUBLIC COMMENT /OTHER DISCUSSION A letter was received from David R. MacGregor, BSA troop 25 Life Scout requesting possible donations from GAC Land Trust. This is to help David attain the rank of Eagle Scout. His project entails the installation of a commercial grade, internal halyard, 30' flagpole, in the small traffic island that is located directly in the front of the new Louise Hasse building, located within the Max Hasse Community Park in Golden Gate Estates. Mr. MacGregor, David's father, spoke for his son who was unable to attend the meeting. Linda made a motion to donate $500. to David MacGregor for the installation of a flagpole at Max Hasse Community Park. Karen seconded the motion. Discussion followed. 1611 A8 Discussion: Linda stated that this type of donation would set a precedent. Skip agreed, even though the scout program is a worthy organization and this project is a good cause, stated this is not venue for requesting donations. Skip suggested funds be requested from community service organizations and not the Land Trust. The committee regretfully agreed that approval would be setting a precedent and that no donation should be made on behalf of this request. Skip asked for a vote. None in favor. All opposed to donate to the cause. Motion denied. No other business. IX. Next Proposed Meeting Date — Monday, July 26, 2004 (7:00 p.m.). We will meet at Fire Station 71. All in favor. IX. ADJOURNMENT Karen made a motion to adjourn the meeting at 8:15 p.m. Linda seconded the motion. All in favor 1611 A9 i JUL 3 0 2004 Board of County Commiss lork... 1. Meeting called to order at 4:02 p.m. at the Golden Gate Community Center. 2. Roll Call - Present: Barbara Segura, Pat Spencer and Cheryle Newman, members; Robert Petersen and Joanne Hartman, TOATM; Robert Kindelan, Commercial Land Maintenance; Mike McGee, McGee & Associates; Jacqueline Silano, recording secretary. 3. Approval of the minutes to the September 9th and October 14th meetings: Pat Spencer moved to accept the minutes as presented; seconded by Barbara Segura and carried unanimously. 4. LANDSCAPE MAINTENANCE REPORT A. Robert Kindelan reported that pine straw mulch would be applied to Tropicana next week. Cheryle Newman advised that the lamp on 31St Avenue and Tropicana is out. B. The trees that were in the site window on Golden Gate Parkway in front of the McGara development have been removed. C. There have been a couple of accidents on C.R. 951 that damaged some of the plantings in the medians. Joanne Hartman, MSTU coordinator, will be follow up. D. Cheryle Newman will attend a stakeholders' meeting this month and an overlay of the proposed six laneing of C.R. 951 will be viewed. It will be proposed to use the canal area to have the least impact on the medians. 5. LANDSCAPE ARCHITECT'S REPORT A. Mike McGee advised that everything looks pretty good and that the lantana at the signs have been replaced. Robert will try to repair the south sign and clean the north sign. B. Mr. McGee will send his quarterly report to Bob Petersen and Robert Kindelan. 6. TRANSPORATION OPERATIONS REPORT A. The Fire Chief e- mailed Ms. Newman complaining that their drivers are having problems with trees and landscaping. Apparently all the problems were in the rights of way or private property so she contacted Code Enforcement. B. Bob Petersen distributed copies of the budget statements, which were reviewed. C. Cheryle Newman advised that there would be some improvements at Sunshine and Green Boulevards. With the approval of the other members, she will contact the Commissioner to request curbing. There was a brief discussion reg Fdinq -:tw or four laneing`Sunshine. Improvements to Sunshine are the committee's top pribrify °`�'�0s° 1611 A9 7. NEW BUSINESS A. The pedestrian bridge across the Santa Barbara Canal adjacent to the O'Gara development has been postponed until July when funding becomes available. B. Bob Petersen advised that the additional turn lane on Golden Gate Parkway and C.R. 951 is on hold. C. There was a discussion regarding the improvements to the corners, turn lanes and median tips, curbing and gutters on Sunshine Boulevard by the community center. D. There was a discussion regarding the proposed "downtown area" of Golden Gate. E. A new trash receptacle sign design will be discussed at next month's meeting. As there was no further business to discuss, the meeting was adjourned at 5:15 p.m. The next scheduled meeting will be held on March 9th @ 4:00 p.m. at the Golden Gate Community Center. J�tiri <ax - -, 003 �� / + %P�z- Gate �eaul�natrrn� < �ii6c x� ��mani! /ee ��a�e 2,12 C7o��n C�a% Beaufi ficafion A�visory Committee )inufes o f;[prsff 2001 RECEIVE? 3 0 2004 1. Meeting called to order at 4:04 p.m. at the Golden Gate Community C:5WE0r.0f County Commissioners 2. Roll Call - Present: Pat Spencer and Cheryle Newman, members; Robert Petersen, TOATM; Robert Kindelan, Commercial Land Maintenance; Mike McGee, McGee & Associates; Jacqueline Silano, recording secretary. Absent: Barbara Segura, member. 3. Approval of the minutes to the February ldh meeting: As there was no quorum present, approval of the minutes was postponed. 4. LANDSCAPE MAINTENANCE REPORT A. Robert Kindelan reported that sable palms, crepe myrtle, oak trees, cassia trees, and small plant material throughout the project had to be replaced as a result of storms and vehicle accidents. The sprinkler system on C.R. 951 had to repaired also. He noted that county funds would cover the majority of the damage done. B. Routine plant replacement and maintenance were done over the past two months. C. Cheryle Newman spoke with Greg Strakluse regarding the modifications to the intersection of Sunshine and Golden Gate Parkways. Apparently the medians will be realigned to accommodate the turn lanes. She felt that she was not being notified of any changes and expressed her concerns. Bob Petersen suggested that she contact Diane Flagg and Bob Tipton, the traffic operations manager. There was further discussion regarding the site lines and traffic signals for the turn lanes. D. Parking on the medians on Hunter Boulevard has destroyed the grass. Ms. Newman will notify the sheriff's office. 5. LANDSCAPE ARCHITECT'S REPORT A. Mike McGee reported on recent wind damage and brought the committee up to date on the O'Gara project. Pat Spencer will contact Val Prince about the upcoming re- design of the bridge on Golden Gate Parkway. 6. TRANSPORATION OPERATIONS REPORT A. There was some discussion regarding the lack of sidewalks in Golden Gate. The consensus was that this causes potential dangers to children walking or bike riding to school. B. Mr. Petersen presented the new trash receptacle sign design that would be placed on the trash receptacles. Pat Spencer made a motion apprq�;rG qt Iasign as presented; seconded by Cheryle Newman, confirming acceptance of the mem ers present. C. Bob Petersen distributed copies of the current and pr�68ie ge sta ements, which were reviewed at length. 13'. 1 � • D. Bob Petersen reported that the County would probably not partner with the MSTU on the Sunshine Boulevard project. Improvements to the intersection at Golden Gate Parkway and to the bridge just before Green Boulevard are planned. Cheryle Newman will contact Commissioner Henning to request median curbing and necessary earthwork. 7. OLD BUSINESS A. The position on the committee continues to be vacant. A possible candidate who applied was not eligible since the applicant did not live within the MSTU boundaries. Bob Petersen advised that the County is still advertising for it. B. Bob Petersen advised that the additional turn lanes at the intersection of Golden Gate Parkway and C.R. 951 has been approved. As there was no further business to discuss, the meeting was adjourned at 5:20 p.m. The May 11th meeting has been cancelled. The next scheduled meeting will be held on June 8th @ 4:00 p.m. at the Golden Gate Community Center. i`�iri�13, 2oot� Coen Cafe 93eauli fication �visoty Commit`fee Pare 2 o f 2 Fiala Halas Henning Cyo(den Crate a XatVisoty Committee Minute's of gune 8, 2001 IRECE`VED itiL 3 0 2004 SUMMARY OF RECOMMENDATIONS & MOTIONS board of County Commissioners 3. Approval of the minutes to the February 10th and April 13th meetings: As Barbara Segura called the County office to excuse herself after the April meeting, the minutes were amended to reflect her absence as "excused." With no other changes or additions, Pat Spencer moved to accept the minutes of the February loth meeting as submitted and the April 13th minutes as amended; seconded by Barbara Segura and carried unanimously. 6. TRANSPORATION OPERATIONS REPORT A. Mr. Petersen provided copies of next year's proposed budget as presented at the April. The millage will remain the same. After a brief discussion and review, Pat Spencer moved to approve the budget as presented; seconded by Barbara Segura. 7. OLD BUSINESS A. Jim O'Gara brought the committee up to date regarding his project. He stated that he would donate a flagpole to be incorporated into the bridge design. The Association (Businesses) will maintain it. Bob Peterson will check on the progress of the new bridge. Pat Spencer noted that there is a very narrow walkway across the current bridge. A discussion ensued. Pat Spencer made a motion approving a vertical flagpole near the Golden Gate Canal Bridge with the understanding that the Park East Association will cover the cost of maintenance; seconded by Barbara Segura and carried unanimously. 8. NEW BUSINESS A. As a quorum would not be present for the next meeting, Barbara Segura made a motion to cancel the July meeting unless something of vital importance comes up; seconded by Pat Spencer and carried unanimously. I'; — : aL 0�j-- -6 I"?fLs To: 1611 A9 qo(de'.n Crate Veaufi ficafion Xkisory Committee ?4tinuEes o f 9une 8, 2004 1. Meeting called to order at 4:06 p.m. at the Golden Gate Community Center. 2. Roll Call - Present: Barbara Segura, Pat Spencer and Cheryle Newman, members; Robert Petersen, TOATM; Robert Kindelan, Commercial Land Maintenance; Mike McGee, McGee & Associates; Jacqueline Silano, recording secretary. Guest: Jim O'Gara. 3. Approval of the minutes to the February 10th and April le meetings: As Barbara Segura called the County office to excuse herself after the April meeting, the minutes were amended to reflect her absence as "excused." With no other changes or additions, Pat Spencer moved to accept the minutes of the February 10th meeting as submitted and the April 13th minutes as amended; seconded by Barbara Segura and carried unanimously. 4. LANDSCAPE MAINTENANCE REPORT A. Robert Kindelan reported that there have been irrigation problems on the median tips due to construction of the turn lanes; the bus shelters on Tropicana Boulevard have been painted to cover the graffiti; the plant replacement on CR 951 Part B will take place now that the rainy season has started. B. Routine maintenance of the trees and palms will be done over the next two weeks. S. LANDSCAPE ARCHITECT'S REPORT A. Mike McGee reported that everything is normal. B. Cheryle Newman heard from the Fire Chief and he has requested that 15' of clearance on the roadway. C. Mike McGee displayed the insert for the trashcans. 6. TRANSPORATION OPERATIONS REPORT A. Mr. Petersen provided copies of next year's proposed budget as presented at the April. The millage will remain the same. After a brief discussion and review, Pat Spencer moved to approve the budget as presented; seconded by Barbara Segura. B. There was a lengthy discussion regarding various charges, particularly one for the vacant clerical position. This has been discussed previously and the consensus was that the funds should be returned to the MSTU. Diane Flagg has reassured Cheryle Newman that TOATM will be getting additional help. 7. OLD BUSINESS A. Jim O'Gara brought the committee up to date regarding his project. He stated that he would donate a flagpole to be incorporated into the bridge design. The Association (Businesses) will maintain it. Bob Peterson will check on the progress of the new bridge. 8 1611 A 9 Pat Spencer noted that there is a very narrow walkway across the current bridge. A discussion ensued. Pat Spencer made a motion approving a vertical flagpole near the Golden Gate Canal Bridge with the understanding that the Park East Association will cover the cost of maintenance; seconded by Barbara Segura and carried unanimously. NEW BUSINESS A. As a quorum would not be present for the next meeting, Barbara Segura made a motion to cancel the July meeting unless something of vital importance comes up; seconded by Pat Spencer and carried unanimously. B. Cheryle Newman advised that she would provide information from the Northpole Lighting Company regarding Christmas decorations at the August meeting. As there was no further business to discuss, the meeting was adjourned at 5:05 p.m. The next scheduled meeting will be held on August 10th @ 4:00 p.m. at the Golden Gate Community Center. June 8, 2001E Clo�den 4afe 13eau6 ficafion Advisory Committee ?Page 2 o f 2 I. I1. III. IV. V. kTil VII. VIII. IX. 161 It N1 0 SAygAore Se" ilkAifon A4.S.T.&L Advisory Committee 2705 Horseshoe Drive South Naples FL 34104 CALL MEETING TO ORDER ATTENDANCE APPROVAL OF AGENDA APPROVAL OF MINUTES: July 14, 2004 TRANSPORTATION SERVICES REPORT: A. Budget — Bob Petersen & Liz DeLeon LANDSCAPE MAINTENANCE REPORT: A. Commercial Land Maintenance OLD BUSINESS: A. Letter concerning: Ingram's Property Line Survey — Bill Neal B. Grant —Items for next years Budget C. Discuss Future Projects D. Update on Bridge E. Update on Banners NEW BUSINESS: PUBLIC COMMENTS: X. ADJOURNMENT The next meeting is Wednesday, September 8,2004,4:00 PM. Collier County Landscape Operations 2705 Horseshoe Drive South Naples, FL 34104 Fiala Halas Henning Coyle Colet�SAOFe &aktifiewiOM M.SJAL Advisory Committee 2705 Horseshoe Drive South Naples FL 34104 I. CALL MEETING TO ORDER 1611 X10 RECEIVED AUG 2 7 7004 goara of rrount y Commissioners II. ATTENDANCE Ili. APPROVAL OF AGENDA IV. APPROVAL OF MINUTES: August 11, 2004 V. TRANSPORTATION SERVICES REPORT: A. Budget — Liz DeLeon 1. Reconciling from County for $573,000 loan. 2. Information on Benches & Trash Receptacles ($7,963.20) VI. LANDSCAPE MAINTENANCE REPORT: A. Commercial Land Maintenance 1. Violation of hedge trimming VII. OLD BUSINESS: A. Letter concerning: Ingram's Property Line Su(vey — Bill Neal B. Grant & Future Projects — Committee's Ideas for Projects C. Update on Banners D. Burying Power Lines E. Painting Guam Rails/Bridge F. Bayshore's Entrance Sign VIII. NEW BUSINESS: IX. PUBLIC COMMENTS: X. ADJOURNMENT The next meeting is Wednesday, October 13, 2004, 4:00 PM. Collier County Landscape Operations 2705 Horseshoe Drive South Naples, FL 34104 Im4;c. Corres: IV. Nil Fiala Halas Henni Coyle Colett gaysAore saw iEkation M.3.TA Advisory Committee 2705 Horseshoe Drive South Naples FL 34104 SUMMARY OF MINU'S'ES & MOTION8 JULY 14. 2004 1611P,10 Approval of Minutes — June 9, 2004 Maurice Gutierrez moved to approve the minutes of June 9, 2004. Second by Victor Brittain. Carried unanimously 4-0. Old Business: C. Discuss Future Projects — many new projects the Committee wishes to do for beautification improvements within the MSTU was discussed at length. E. Fail Banners — discussion on fall banners was decided upon. • Decided to put patriotic banners on the bridge with two different designs. • Discussed a possible Grand Opening of the Bridge ceremony later in the season. RECEIVED .JUL 2 8 2004 Board of County Commissioners $aylAore 118"N14MOOM M.SJAL Advisory Committee 2705 Horseshoe Drive South Naples FL 34104 July 14, 2004 MINUTES 1611 p10 I. Meeting was called to order by Chairman Bill Neal at 4:03 PM. It. ATTENDANCE: Members: Tom Finn, Victor Brittain, Maurice Gutierrez, Bill Neal, Sharon King (Excused) Collier County: Bob Petersen - Landscape Operations Manager, Liz DeLeon -MSTU Coordinator Others: Robert Kindelan -CLM, Sue Chapin - Manpower Services Ill. APPROVAL OF AGENDA — No Changes IV. APPROVAL OF MINUTES: June 9, 2004 Maurice Gutierrez moved to approve the minutes for June 9, 2004. Second by Victor Brittain. Carried unanimously 4 -0. V. TRANSPORTATION SERVICES REPORT: A. Budget — Bob Petersen 1. Legend — Bob introduced Liz DeLeon, MSTU Coordinator. Liz has done the New Budget sheets that were handed out. (Attached) 2. Explanation of Line Items discussed at last meeting — line items were covered and explained by Bob. • The Flower Boxes are in with Crown of Thorns planted. • Will check the breakdown of the Insurance line item. • Lighting — 3 poles in inventory. • Other Operating Supplies are for the banners purchased. • Grant $56,002 • $25,000 for County help for MSTU — need breakdown of expenses • Reserves & 5% estimated Revenues were covered • Traffic Accident monies are being monitored and collected. VI. LANDSCAPE MAINTENANCE REPORT: A. Commercial Land Maintenance • Regular maintenance • Fertilized and pest control • Bridge is done • Approach to bridge will be redone • Replacement trees — entrance to 41 — will replace with same type of Palms • Need to check two Royal Palms that are split • Landscape area in front of Prelude Garden • Rain sensors have been moved away from sidewalks • Intersection of Becca & Bayshore — site problem with Red Fountain Grass — will check area 1611 A10 There is a problem with visibility making left turn into Windstar going north — will check the Ixoras. VII. OLD BUSINESS: A. Letter concerning: Ingram's Property Line Survey — Bill Neal Bill will get a letter sent to Mr. Ingram asking for a copy of his survey. B. Grant — Second $200,000 grant needs to be considered on types of beautification. Was for pavilions on 4 corners of the bridge. The grant is for 2005/06 — should consider something for next years budget. C. Discuss Future Projects — • Round -a -bout discussed — concerned about emergency vehicles —Bob will get more information. • Walkway — Sudgden Park • Street lights — increase them to get rid of cobra lights • Side street improvements • Benches & Trash receptacles • Extending to southern part of Bayshore — can improve to Thomasson or can look beyond that area. • Bill updated the Committee on CRA projects. • Refurbishing the Entrance with cleaning, repainting and/or doing something different was discussed. They decided to clean it first and then decide if they wish to look at other possibilities. D. Update on Bridge — Bob reported the final completion date is July 24th. They were given extra days for some change modifications. Some of those changes were the safety rail, expansion joints and the paint barrier. It will be a light tan. Have benches and trash cans for the bridge area but are a blue color. Would like to use them somewhere else. Showed original design with pagodas — they are quite expensive but do have sufficient funds if the Committee felt they wanted to add them. Cost would be approx. $400,000. After much discussion the Committee needs to decide on the following: Round -a -bout 41 Entry Entrance Modifying the Bridge Benches and Trash Cans CAT was discussed in reference to the Grant being a possible 50/50 share with the County. Name Change is going before the Board of County Commissioners on July 27th. Bill gave the history of the project with the delay within the County Planning Department and noted Commission Fiala is not in favor of the change. E. Fall Banners — Victor Brittain — After some research it was found the original banner brochure was less costly than having another entity do them along with the screening being an extra charge. The Committee looked at the brochures and decided upon a Pumpkin" and Beach Chair." 2 1611 A10 VIII. NEW BUSINESS: • The Committee decided to put patriotic banners on the bridge. 4 Flag banners and 4 Statute of Liberty with Flag. • Planning a Grand Opening of the Bridge was discussed for later in season. Tom Finn moved to spend up to $8,000 for the necessary banners (approx. 100) and arms if needed. Second by Victor Brittain. Carried unanimously 4 -0. Other items of discussion were: • Dredging — Maurice mentioned a fuel spill that he will report to the Coast Guard. It is apparently leaking from a Crane /Barge. • Code Enforcement staying on top of violations in the blighted areas. Tom Finn showed pictures of properties that need to be addressed. (Storter & Bayshore is an area of concern) IX. PUBLIC COMMENTS: None X. Being no further business to come before the committee it was adjourned at 5:21 PM. 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St0 80cwl8580JV.S$ti89 con 88888 p A oso� �yQy� �. r 4 i Mi i y g m C +� ' 000coo SSS °og8 000 8800 oo $ i0000000000000000COO SSSSSSSS8S888888858 m� z S -� fle w 8 o m f �. gib" Ci a+ o 000000 °o8 000 oW�s�tnm SS 88 SSS �? a n r�iyv a� �? 000000 888$88 iT.R m ° w N gx tlk In F O � C" ti oN �„ O � W t0 K .p W d 0 Cn A O ha o x 0 y A. rw Z 1611 p10 Advisory Committee 2705 Horseshoe Drive South Naples FL 34104 SUMMARY OF MINUTES AND MaTIONS August 11, 2004 III. Approval of Agenda: Added — Paint Guard Rail & Final Bridge Expense & Approval of Change Order IV. Approval of Minutes — July 14, 2004 Sharon King moved to approve the minutes of July 14, 2004. Second by Victor Brittain. Carried unanimously 8 -0. V. Transportation Services Report: B. Final Bridge Expense & Approve Change Order • Discussion on benches and trash receptacles for $7,963.20. Committee did not order them and will research authorization for them. • Discussed removal of or painting the guard rails on bridge. Vi. Landscape Maintenance Report: A. Commercial Land Maintenance Sharon King moved to approve the $5,820.20 change order for the Bridge. Second by Victor Brittain. Carried unanimously 4 -0. 1611AI 0 &ysAore Sumfi ficafioN M.S.T.&L Advisory Committee 2705 Horseshoe Drive South Naples FL 34104 August 11, 2004 I. Meeting was called to order by Chairman Bill Neal at 4:05 PM. II. ATTENDANCE: Members: Bill Neal, Sharon King, Victor Brittain, Maurice Gutierrez, Tom Finn (Excused) Collier County: Bob Petersen - Landscape Operations Manager, Liz DeLeon -MSTU Coordinator, Others: Robert Kindelan -CLM, Sue Chapin - Manpower Services 111. APPROVAL OF AGENDA: Add: (F) Under Old Business: Paint Guard Rail Add: Under Transportation Services: Final Bridge Expense & Approve Change Order. (Victor Brittain arrived 4:06 PM) A quorum is established. IV. APPROVAL OF MINUTES: July 14, 2004 Sharon King moved to approve the minutes of July 14, 2004. Second by Victor Brittain. Carried unanimously 3 -0. V. TRANSPORTATION SERVICES REPORT: A. Budget — Bob Petersen & Liz Deleon • Budget was distributed to Committee members (Attached). • Line items were discussed and covered by Liz Deleon. • Water was discussed — Bob is working with Waste Water for affluent water. When the pipes are buried the landscaping will be addressed. • Burying power lines were discussed along Bayshore. Bob will contact Gene Hartley from Florida Power & Light to set up a presentation for a future meeting. (Maurice Gutierrez arrived 4:15 PM) Banners were discussed. The expense was not included in the 2004 Budget Need to reconcile the dollars from the County for advancing the $573,000 loan. B. Final Bridge Expense and Approve Change Order: Bob handed out the complete accounting of the Bayshore MSTU Bridge of expenses from the very beginning of the project. (11/00) Did approx. $11,000 in change orders. Came in $4,000 under budget for concrete. Total was $5,820.80. 1611 AI 0 The Committee again noticed the charge for Benches and Trash Receptacles. ($7,963.20) They did not purchase them or recall any motion giving any authorization to purchase them. They were going to wait until the project was finished and then decide whether they wanted them or not. Liz will research the invoices, purchase order and who authorized the purchase. There is a possibility of using them in the future somewhere else on the project in the area or could paint them the same color as the bridge. Bill discussed painting the Guard Rails. Ed Kant stated the County would pay for the painting of the Rails. The Committee discussed the possibility of removing them as they are no longer necessary. Bob needs to review it and let the Committee know the results. VI. LANDSCAPE MAINTENANCE REPORT: A. Commercial Land Maintenance • Violation of Hedge trimming at Cricket Lake and political sign at Eureka and Bayshore and shrubs in right -of -way. (shopping center) • Bob showed pictures of someone pruning hedges in front of AMVETS. This is to be done by Commercial Land Maintenance. The gentlemen doing the cutting stated the Property Manager gave him the order to trim. Bob stated they violated the law. Victor will find out the name of the Property Manager. • On the south end on the east side a tree fell and plants will need replacing. • First median on north end needs to be landscaped. • Prelude Gardens — plant hedges and adjust irrigation. • Cleaned algae off the pagoda with pressure cleaning. The Name Change was reported it was pulled off the BCC July 27th Agenda and will be brought back on the September Agenda. There had been a problem with advertising notification. Sharon King moved to approve the $5,820.20 change order for the Bridge. Second by Victor Brittain. Carried unanimously 4 -0. • Removed fountain grasses — site issue. Need to look at the situation with the large Royal Palms east side of median on Becca. May need to be removed at some point. • Bill complimented Robert's crew — they do an excellent job. • 6 Crown of Thorns have disappeared from the bridge planters. VII. OLD BUSINESS: A. Letter concerning: Ingram's Property Line Survey — Bill Neal B. Grant —Items for next years Budget — Committee needs to bring ideas to meeting. C. Discuss Future Projects — discussed earlier D. Update on Bridge — discussed earlier E. Update on Banners — Quotes are $7,472.00 including extra arms. Lowest bid - Four Seasons. Victor is trying to find a sponsor to pay for banners. Possibly purchase blank banners and have the children paint them as a project and or a sponsor to donate them during different times of the year. Bill Neal mentioned they have also contacted the Arts Groups with the Festivals being held in Bayshore in which they have asked if they could put up flags or 2 1611A10 banners periodically. The MSTU will accommodate them and work out an arrangement concerning the cost of putting them up and taking them down. F. Paint Guard Rail —discussed earlier Bill asked the Committee to look at the Entrance Sign to Bayshore. It is a temporary sign that can be changed to some other type of Sign and /or Emblem. Many other improvements to the Bayshore area were discussed that will involve the CRA, MSTU and developers which were: restaurants, galley, walkways, parking area, condominiums etc. Maurice gave an update on the Barge. He stated the diesel boat sunk below the water line and is still there. He called the Coast Guard and County Pollution Control. The County is checking into the crane. It was suggested to call the Department of Environmental Protection. Many other items and improvements were discussed at length concerning the CRA and MSTU working together and how important it is looking at the big picture. Some mentioned were: • Access to Sudgden Park • RoundaboutNNCI • Bridge with Walkway • Benches & Trash Receptacles • Extending improvements beyond Thomasson • Lift the Bridge • Additional light poles • Surveyed Mini - Triangle - Landscaping VIII. NEW BUSINESS: None IX. PUBLIC COMMENTS: None X. Being no further business to come before the Committee, it was adjourned at 5:30 PM. The next meeting is Wednesday, September 8,2004,4:00 PM. 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Q 7 N m j U �j m f0 L f0 C 3 7 f0 j -)�? C 7 m C G m LLQ ' c dcbd" )hncv�cb� - Nr'N. -- a`d�0 - AC�NNtb�6 OLL� �-��- ^n(b iQ� (b N— -� I Mrcl) cli Ni ;I ) lb1ll " vMdadist crmwn MOSIVUL Advisory 00shomitt" 2705 Horseshoe Drive South Fiala Naples, FL 34104 Halas Henning August 5, 2004 Co Y lettc a AGENDA I. CALL MEETING TO ORDER 11. ATTENDANCE 111. APPROVAL OF MINUTES: July 1, 2004 IV. APPROVAL OF AGENDA V. OLD BUSINESS: A. Status of plantings in County right-of way — Bob Petersen M SUB-COMMITTEE REPORTS: A. Utilities — Charles Arthur B. Sidewalks — Carol Wright X. NEW BUSINESS: X1. PUBLIC COMMENTS XII. ADJOURNMENT A1� Lk 0 The next meeting is scheduled for 2:00 PM, September 2nd, 2004 AT ST. JOHNS PARISH LIFE CENTER 62511TH Ave. C_�l Naples, FL eS cz c) tea: in fl Uj C= C= > c-'j Uj LU cc O co The next meeting is scheduled for 2:00 PM, September 2nd, 2004 AT ST. 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I I I R50' u.�• I'.• I y I I o� I �� + i N c a r i^ v�� ..• I:'. • W 70 ,I • 0 � I I I N I I H I D_itp2� r� to U ti rn a < � N � -r 4> � oy � m 0 o i O a r s �I D txii Vx1 N O b H O ti O (I l hK O i < r N z N 30 � r N ~ p W � W I O oai r a + V I � `I1Il y y _ O,.O IL4 II I . y ti I I I I r� y I ••� I � I {III I I I I I .. • I W I 0 •�. i � fv O I I I •. r � � N k k O � y N y 1 I I rg + 70 O (I l hK O i 1611 A111 "A COLLIER COUNTY GOVERNMENT PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL SUPPORT SERVICES DIVISION PURCHASING BUILDING NAPLES, FLORIDA 34112 (941) 774 -8425 FAX (941) 732 -0844 http://co.collier-fl-us DATE: July 10, 2001 TO: Prospective Bidders FROM: Lyn M. Wood, C.P.M. Public Utilities Purchasing Agent RE: BID #01- 3258 -- "Vanderbilt Drive Beautification Area Grounds Maintenance" The Board of County Commissioners, Transportation Operations Department, desires to receive proposals for the above - referenced services. Please refer to the Public Notice contained in the enclosed proposal package for the time and date of the Pre -bid Conference and the Opening of this Bid. If you have any immediate questions regarding the specifications or intended work, you may contact Val Prince, Transportation Operations Department at 941/774 -8494. If you have procedural questions, you may contact me at 941/732 -2667 or by e -mail at LynWoodo_ colliergov. net. We look forward to your participation in this bid process. cc: Val Prince, Transportation Operations NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your proposal pages. 1 Bid No. 01 -3258 - Vanderbilt Drive Beautification Area Grounds Maintenance 1611 Al Page 2 NON - BIDDER'S RESPONSE BID #01 -3258 For purposes of maintaining an accurate bidder's list and facilitating your firm's response to our invitation for bid, we are interested in ascertaining reasons for prospective bidder's failure to respond to invitations for bids. If your firm is not responding to this bid, please indicate the reason(s) by checking an appropriate item (s) listed below and return this form to the Purchasing Department, Collier County Government Center, 3301 East Tamiami Trail, Purchasing Building, Naples, FL 34112. Please indicate "NO BID" on the outside of the envelope. We are not responding to this invitation for bid for the following reason(s): ❑ Items or materials requested not manufactured by us or not available to our company; ❑ Our items or materials do not meet specifications; ❑ Circle one - Specifications were: Not clearly understood, Not applicable, Too vague, Too rigid, Quantities too small, or ❑ Incorrect address used. Please correct: Other reason(s): Name of Firm: Mailing Address: City, State, ZIP: Phone ( ) By: Signature of Representative FAX ( ) 1611 Bid No. 01 -3258 - Vanderbilt Drive Beautification Area Grounds Maintenance Page 3 PUBLIC NOTICE All Sealed proposals for Vanderbilt Drive MSTU Roadway Grounds Maintenance will be received at the Collier County Purchasing Director's Office, 3301 East Tamiami Trail, Purchasing Building, Naples, FL 34112, until 2:30 p.m., Collier County Time on July 27, 2001. BID #01 -3258 "Vanderbilt Drive Beautification Area Grounds Maintenance" A non - mandatory pre -bid conference to discuss this bid will be held by the County Purchasing Director on July 19, 2001 at 11:00 a.m., in the Purchasing Department Conference Room of the Purchasing Building, 3301 Tamiami Trail East, Collier County Government Center, Naples, FL 34112. Any questions regarding these specifications or intended work may be directed to Val Prince, Transportation Operations Department, 9411774 -8494. All bids shall be made upon the Official Proposal Form attached to the specifications, which may be seen at the Office of the Purchasing Director, and which may be had by bona fide bidders. Collier County does not discriminate based on age, race, color, sex, religion, national origin, disability or marital status. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: /s/ STEVE CARNELL Steve Carnell, CSM Purchasing Director Publicly posted in the lobby of the Purchasing Building on July 10, 2001. Bid No. 01 -3258 - Vanderbilt Drive Beautification Area Grounds Maintenance 1611 Page e 4 GENERAL BIDDING REQUIREMENTS 1. All bids must be made on the proposal form furnished by the County. No bid will be considered unless the proposal form is properly signed. 2. Vendors must provide unit prices any time unit prices are requested in the units requested. These unit prices must be proper and balanced so as to allow fair adjustments in quantities as required by the County. All prices will remain firm for a period of ninety (90) days from date of bid opening. 3. Any transportation and /or any other charges incurred in delivering the product as specified must be included in the bid price. FOB destination shall apply unless exception is made in the specifications. 4. Any discounts or terms must be shown on the proposal form. Such discounts, if any, will be considered and computed in the tabulation of the bids. In no instance should terms for less than 15 days payment be offered. 5. Proposers taking exception to any part or section of these specifications shall indicate such exceptions on a separate sheet entitled "EXCEPTIONS TO SPECIFICATIONS ". Failure to indicate any exceptions shall be interpreted as the proposers intent to fully comply with the specifications as written. 6. The County reserves the right to formally amend and /or clarify the requirements of the bid specifications where it deems necessary. Any such addendum/clarification shall be in writing and shall be distributed to all parties who received the original bid specifications and are eligible for consideration prior to the deadline for submission of proposals. 7. The County reserves the right to reject any and all bids, to waive defects in the form of bid, also to select the bid that best meets the requirements of the County. 8. All bids shall be in the hands of the County Purchasing Direction, Collier County Government Complex, General Services Building, Naples, FL 34112, by the date and time as stated in the Legal Notice. No late bids can or will be accepted. 9. All bids must be placed in a sealed envelope, and plainly marked as follows: (1) The date and time of receipt of the bids by the County Purchasing Director. (2) The number of the bid and the bid title for which the bidder submitting the bid. However, under no circumstances shall any part of, or pertaining directly to the bidder's offer, be exposed on the outside of the bid offer. Special Note: All bids sent by courier service must have the bid number and title on the outside of the courier packet. All 4 10. Collier County, Florida as a political subdivision of the State of Florida, is exempt from the payment of Florida sales tax to its vendors under Chapter 212, Florida Statutes. All successful bidders will be provided a copy of Collier County's Certificate of Exemption (#21-07 - 01995-53C) upon contract award. Corporations, individuals and other entities are impacted by Chapter 212, Florida Statutes according to the type of service, sale of commodity or other contractual agreement to be made with Collier County. By submittal of a properly executed response to a bid proposal from Collier County, Florida, the bidder is acknowledging that he is aware of his statutory responsibilities for sales tax under Chapter 212, Florida Statutes. Collier County is also exempt from most Federal excise taxes. By submittal of a properly executed response to a bid proposal from Collier County, Florida, the bidder is acknowledging that he is aware of his responsibilities for Federal excise taxes. 11. Tangible personal property purchased by Contractors in the performance of realty construction for the County is taxable, though the County is exempt on its own purchases. 12. In case of identical bids tying as low bid, the County shall ask vendors to submit certification that they have a drug -free workplace in accordance with Section 287.087 Florida Statutes. Should all vendors provide said certification, the County will give local vendor preference. 13. Permits, Licenses, Taxes: In compliance with Section 218.80, F.S., all permits necessary for the prosecution of the Work shall be obtained by the Contractor. In addition, the Contractor shall comply with all rules, regulations and laws of Collier County, the State of Florida, or the U.S. Government now in force or hereafter adopted. 14. The County reserves the right to accept item or group of items of this bid, unless the bidder qualified his bid by specific limitations. 15. The County reserves the right to award any item or groups of items to more than one vendor on any bid unless otherwise noted in the bid specifications. 16. Alternate bids will not be considered unless authorized by the Invitation for Bids. 17. Bidders on any construction project must be qualified and directly responsible for 30% or more of the Bid amount for said work. 18. Payment will be made by the County within thirty (30) days from receipt and acceptance by the County of delivery of the bid items or receipt of invoice for same, whichever is received later. �_ 11 Bid No. 01 -3258 - Vanderbilt Drive Beautification Area Grounds Maintenance 1611 Page 5 19. Any Contractor who is a recipient of County funds, or 24 who proposes to perform an work or furnish any goods under this bid shall not discriminate against any worker, employee or applicant or any member of the public because of age race, color, sex, religion, national origin, disability or marital status nor otherwise commit an unfair employment practice. 20. For bidders who wish to receive copies of bids after the bid opening, the County reserves the right to recover all costs associated with the printing and distribution of such copies. 21. Any actual or prospective respondent to an Invitation to Bid or Request for Proposal who is aggrieved with respect to the former, shall file a written protest with the Purchasing Director rip or to the opening of the Bid or the due date for acceptance of Proposals. All such protests must be filed with the Purchasing Director no later than 11:00 a.m. Collier County time on the advertised date for the opening of the Bid or the acceptance date for the Request for Proposals. 22. Bid award selection criteria is as follows a. All questions on the Proposal Page shall be answered as to price(s), time requirements, prompt payment terms [discounts], required document submissions and acknowledgment of addenda received. b. Award shall be based upon the responses to all questions on the Proposal Page. C. Further consideration will include but not be limited to references, completeness of bid response and past performances on other County bids /projects. d. Prices will be read in public exactly as written on the Proposal Page at the time of the bid opening; however, should an error in calculations occur whenever unit pricing and price extensions are requested, the unit price shall prevail. Mathematical miscalculations may be corrected by the County to reflect the proper answer. 23. Award of contract will be made by the Board of County Commissioners in public session. Awards pertaining to the Collier County Airport Authority will generally be made by that agency's approval Board. Award shall be made in a manner consistent with the County's Purchasing Policy. Award recommendations will be posted outside the offices of the Purchasing Department on Wednesdays and Thursdays. Any actual or prospective respondent who desires to formally protest the recommended contract award must file a notice of intent to protest with the Purchasing Director within two (2) calendar days (excluding weekends and County holidays) of the date that the recommended award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal protest and will be given instructions as to the form and content requirements of the formal protest. A copy of the "Protest Policy" is available at the office of the Purchasing Director. All firms are hereby placed on NOTICE that the County Commission does not wish to be lobbied... either individually or collectively ... about a project for which a firm has submitted a proposal. Firms and their agents are not to contact members of the County Commission for such purposes as meetings of introduction, luncheons, dinners, etc. During the bidding process, from bid opening to final Board approval, no firm or their agent shall contact any other employee of Collier County with the exception of the Purchasing Director. 25. The Contractor shall employ people to work at County facilities who are neat, clean, well - groomed and courteous. 26. If the bidder should be of the opinion that the meaning of any part of the Bidding Document is doubtful, obscure or contains errors or omissions he should report such opinion to the Purchasing Director before the bid opening date. 27. The County assumes no responsibility for proposals received after the due date and time, or at any office or location other than that specified herein, whether due to mail delays, courier mistakes, mishandling, inclement weather or any other reason. Late proposals shall be returned unopened, and shall not be considered for award. lb�lell ' VANDERBILT DRIVE BEAUTIFICATION AREA GROUNDS MAINTENANCE SPECIFICATIONS Bid No. 01 -3258 These specifications are intended to provide the information by which prospective bidders may understand the minimum requirements of Collier County relative to entering into a Contract to furnish and deliver to the Vanderbilt Drive Beautification Area, grounds maintenance for the road right -of way and selected public areas. SCOPE OF WORK The work covered by this Contract requires a weekly servicing of all Areas which consist of furnishing all labor, equipment, materials and services necessary to satisfactorily perform grounds maintenance, as determined by the Contract Manager or the designated Owner's Representative as follows: LOCATION AND DESCRIPTION OF WORK AREAS The areas of work included in these specifications are located as described below and as shown on the plans attached to these specifications: A. Area No. 1 Those areas where curbing, landscaping and irrigation systems have been installed to date, being located as follows: 1. The west right of way of Vanderbilt Drive —Vanderbilt Beach Road to Bluebill Ave. /111th Ave. including side street radii. 2. An area on the north right of way of Vanderbilt Beach Road and west of Vanderbilt Beach Drive to Launch Circle. B. Area No. 2 Those areas which contain limited landscaping material and no irrigation system. 1. Area No. 2 is not applicable in this grounds maintenance segment. Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance I. BASIC MAINTENANCE FUNCTIONS A. MOWING AND EDGING a ge At 1 7 1611P Mowing and edging shall include medians as well as those areas, if existing, along the outside edge of the sidewalks of adjacent properties that are not currently maintained by the property Owners. All turf shall be mowed with mulching type mower equipment to eliminate the need to bag and transport grass clippings. Should bagging be necessary, the bagged clippings shall be collected and removed at no additional cost. Grass shall be cut at a height of three and one half inches (3 ' /z "). The frequency of cutting will be weekly or fifty -two (52) times for Work Area No. 1. The number of mowings may be modified by the Contract Manager or by seasonal weather conditions at the Contract Manager's discretion. The Contractor shall use or alternate mowing practices, patterns or equipment within narrow turf areas so not to create wheel ruts or worn areas in the turf. Any areas of turf that become water soaked during the period of this Contract shall be mowed with twenty -one inch (21" + / -) diameter hand walk behind type mowers to prevent wheel ruts in the turf caused by heavier type self - propelled rider mowers. The Contractor shall be responsible for repairing any ruts caused by their mowers at no additional costs to the County. Mechanical edging of the turf shall be done with each mowing along all sidewalk edges, back of concrete curbs, around all plant beds, utility service boxes, street light bases, sign posts, headwalls, guardrails, timer pedestals, posts and trees. Metal blade edging is not permitted along plant bed and turf edges. Mechanical metal blade edging is permitted along back of curbing. Grass root runners extending into the mulched areas shall be cut and removed when the edging is performed. Edging will also be required in all turf areas around isolated trees, sprinkler heads, valve boxes, shrubs, sign posts, manholes, etc. where they exist. All debris on streets, sidewalks or other areas resulting from edging shall be removed. No herbicide shall be used for edging. All sidewalks, curbing and /or gutters including a four -foot (4') area from the face of the curb and sidewalk areas shall be cleaned after each service. All sidewalks shall be blown clean, but no clippings or other debris shall be blown or allowed to be deposited on other adjacent property or accumulate on right -of -way areas. B. IRRIGATION SYSTEMS Conventional Pop-up and Subsurface Irrigation Systems The irrigation systems within Work Area No. 1 shall be checked and repaired as necessary. Each zone shall be manually turned on at the valve once a week and a thorough inspection conducted to ascertain proper operation of the system. Quick coupling valves, if existing, shall be reviewed weekly and operated quarterly to insure proper operation. Maintenance responsibilities will include cleaning and adjustment of heads, nozzles, valve boxes and valves filters to insure proper coverage, review of filters and backflow preventers, replacement of heads and nozzles, installation or replacement of risers, repair of minor PVC piping breaks or subsurface piping or restricted sprinkler n ilt Drive MSTU Roadway Grounds Maintenance t age A l I 8 Bid No. 01 -3258 Vanderbilt y lines, replacement of damaged valve boxes /lids and adjustment of controllers and rain shutoff switches for settings and operation. Major repairs to the sprinkler system including repair of valves, mainlines, time - clocks, damage by vehicles or electrical wiring problems will be considered as additional expenses to the Contract. These additional expenses shall be charged as a time and material billing. Prior to proceeding with the work, the Contract Manager must approve all additional expenses. The Contractor shall maintain the County supplied reclaimed water irrigation signage. Cost to install replacement signs shall be considered additional services and be billed on a time and material basis. C. WEEDING Weeding of plant beds, sidewalks, guardrails bases and curb joints and other mulched areas by chemical and /or hand removal will be performed weekly or as necessary to provide a weed free and well maintained area. D. GENERAL SITE PRUNING General site pruning shall be defined as the pruning of any plant's foliage below a ten -foot (10') level. All groundcovers, shrubs, canopy trees and palms up to a ten foot (10') level, shall be inspected and pruned on a weekly or an as needed basis, to maintain the proper or required heights for visibility, vehicular movement purposes and desired shape or form as determined by the Contract Manager or the Owner's Representative. Pruning shall also include removal of water sprouts, suckers and any dead or diseased foliage or branches. During the first weeks of October and April, ornamental grasses, such as Fountain grass, Florida Gama or Fakahatchee grass shall be pruned in a pyramid shape to a twelve inch (12 ") or twenty - four inch (24 ") height based upon the type of plant. Ornamental type grasses such as Liriope muscari `Evergreen giant', shall only be pruned at the direction and approval of the Contract Manager or Owner's Representative. Plant material with a canopy over pedestrian or sidewalks shall be maintained at a minimum height of one hundred twenty inches (120 "). Shrubs and groundcovers adjacent to pathways or sidewalks shall be pruned to maintain one foot (1') of clearance from the edge of the pathway. It is recommended that adjacent shrubs and groundcovers be maintained so that they angle or are rounded away from the pathway. Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance 1611geAl Z 91 E. TRASH REMOVAL Work Area No. 1 With each service, all site areas shall be cleaned by removing all trash or debris to include, but not be limited to, paper, bottles, cans, other trash, and horticultural debris. All debris or trash pick -up shall be performed "prior„ to mowing in all turf areas. The disposal of all trash and debris must be at a proper landfill or disposal site. All disposal fees, tipping or charges are to be included in the Contract Proposal Price. F. STREET CLEANING /SWEEPING Street Cleaning A four -foot (4') wide area measured from the face of the curb and gutters including turn lanes shall be cleaned with each site service to remove any accumulation of debris or objectionable growth so to maintain a neat and safe condition. Street Sweeping with Mobile Vacuum Equipment (Alternate) A mobile self - contained vacuum sweeper, equipped with bottom, side and edge brushes; including a water spraying system to reduce dust, is a minimum requirement to perform the street sweeping function. All debris collected must be dumped at a proper landfill or disposal site. Photo(s) and /or manufacturers brochure with specifications of this equipment (either owned or subcontracted), must be supplied with this Bid - Submittal. G. TRAFFIC CONTROL The Contractor shall comply with the requirements of Collier County's Maintenance of Traffic (MOT) Policy, copies of which are available through the Risk Management or Purchasing Department The Contractor shall obtain and review the County MOT policy requirements prior to submitting a bid. The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related documents, in order to become familiar with their requirements. Strict adherence to the requirements of the MOT policy will be enforced under this Contract. To assist in employee visibility; approved bright day -glow red /orange colored safety vests shall be worn by employees when servicing the area. A directional lighted and flashing arrow board will be required under this Contract that meets the traffic control requirements. Vanderbilt Drive MSTU Roadway Grounds Maintenance 1 IgA 1`1 10 Bid No. 01 -3258 Van Y H. GENERAL MAINTENANCE REPORT SHEETS The Contractor shall complete the "General Maintenance Report Sheets" on a weekly basis and then sign and submit on a monthly basis to the Owner's appointed representative for review and approval as to completeness. The General Maintenance Report Sheets are required to be signed by the Contractor and submitted prior to monthly billing and payment. The Contractor will also be required to conduct on -site inspections with the Contract Manager or Owner's Representative on a monthly basis to verify satisfactory completion of Contract requirements. The original forms for the report sheets will be provided to the Contractor for reproduction purposes. I. MISCELLANEOUS MAINTENANCE RESPONSIBILITIES 1. If plants, shrubs, trees, grass or foliage die due to neglect or damage by the Contractor, Contractor's employees or a Subcontractor as determined by the Contract Manager or Owner's Representative, they shall be replaced at the Contractor's expense. 2. The Contractor shall provide ramps or other devices to gain access over the curb to all medians. The curb or turf areas shall not be damaged due to gaining access or they will be replaced at the Contractor's expense. 3. It shall be the Contractor's responsibility to notify the Contract Manager of any maintenance problems or additional maintenance needs. 4. Should additional costs be involved which are not covered within the Contract Specifications, a Unit Cost shall be agreed to by the Contractor and Contract Manager prior to performing additional services. 5. The Contractor shall perform inspections on all plants, shrubs, trees and grass areas for disease or insect infestation during each week's service to the site. The Contractor shall immediately notify the Contract Manager should a disease or infestation be found and begin appropriate treatment per the Contract requirements. 6. The Contractor shall have radio, cellular phone and/or beeper equipment for on -site and off site communication in order to communicate with the Contract Manager. J. CREW SIZE/MAN -HOURS Contractor shall provide a minimum crew size of four (4) personnel with each weekly service of the work areas. The Bidder shall provide in the Contract Proposal the estimated number of on -site man - hours per week the Contractor will be providing to satisfactorily perform the requirements of this Contract. t Bid No. 01 -3258 — Vanderbilt Drive MSTU Roadway Grounds Maintenance 1 ja ga 11, 11 K. ACCIDENTS OR THEFTS The Contractor shall be responsible each week to contact the Contract Manager to report any accidents or thefts involving or occurring within the areas covered by this Contract. The Contractor shall photograph the damage or loss and provide that photo the Contract manager at no additional costs. Should assistance be requested by law enforcement, emergency personnel or others, the costs shall be included in the Contract unless otherwise approved by the Contract Manager. L. RESPONSE TIMES On a twenty -four (24) hour basis, the Contractor may be required to travel to the site immediately to meet with the Contract Manager, law enforcement or emergency personnel to resolve an emergency. The Contractor shall respond to a telephone, beeper, or radio call within one (1) hour. There shall be no additional charge for these responses. M. NON - PERFORMANCE In the event the Contractor fails to perform any required services within the time schedules set forth under this Contract, the County reserves the right to obtain substitute performance. Further the County reserves the right to deduct the cost of such performance from the Contractor's monthly payments. The Contractor may be exempt from this provision if such exemption is granted by the Contract Manager in writing, prior to any delays or as a result of an Act of Nature. The Contract Manager reserves the right to deduct portions of the monthly invoiced amount for items not completed within the expressed time frame, even if the County did not obtain substitute performance. These funds will be forfeited by the Contractor. Further, the County reserves the right to deduct the cost of such performance from the Contractor's monthly pay request. The County may also deduct or charge the Contractor for services or items necessary to correct the deficiencies directly related to the Contractor's non - performance. N. CONTRACT PERIOD This Contract shall commence upon receipt of a "Notice to Proceed" letter from the Contract Manager, and will remain in effect until September 30, 2002. O. RENEWAL TERMS This Contract may be renewed at the option of the County, with the consent of the Contractor, on an annual basis for two (2) additional one (1) year periods. Increases for the renewal periods shall be requested in writing by the Contractor and shall not exceed the Consumer Price Index (CPI) for the previous twelve (12) month period. 1 Bid No. 01 -3258 Vanderbilt Drive MSTU Roadway Grounds Maintenance Ig e 12 P. CONTRACT TERMINATION The Contractor agrees the County /Contract Manager shall be sole judge of non - performance. Should the Contractor be found to have failed to perform his services in a manner satisfactory to the County as per the Contract and Specifications or for any of the following points, the County may terminate this Contract immediately: 1. Inability for any reason, of the Contractor to perform requested service requirements. 2. Work that is not performed on a level consistent with the industry standards. 3. Services not rendered within a reasonable time after notification by the Contract Manager. 4. Non - compliance with any portion of this Contract. 5. Immediately for cause. 6. The County may also terminate this Contract for convenience with a seven (7) day written notice. Q. CONTRACTOR'S EMPLOYEES Employees of the Contractor shall be properly uniformed and provide a neat appearance. All employees of the Contractor shall be considered to be at all times the sole employees of the Contractor under his sole direction and not an employee or agent of Collier County. The Contractor shall supply competent and physically capable employees and Collier County may require the Contractor to remove an employee it deems careless, incompetent, insubordinate, or otherwise objectionable and whose continued contract site services involvement is not in the best interest of the County. R. CONTRACTOR'S MEETING ATTENDANCE During the Contract Period, the Contract Manager or Advisory Committee, if applicable, may have questions concerning maintenance issues. The Contractor shall be required to attend monthly meetings and other special meetings that the Contract Manager may require. There shall be no additional charge for attendance at these meetings. If the Contractor fails to attend the monthly meetings without an excused absence, an amount equal to two (2) hours of the supervision labor rate as listed on the Proposal Page shall be deducted from the monthly billing of the Contractor against the Contract total. tage Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grou nds Maintenance 1 6 A 1113 S. BILLING Upon the completion of each month's work, payment requests shall be submitted to the Contract Manager on a monthly basis by the Contractor for services rendered for the prior month. Invoices shall not reflect sales tax. After review and approval, the invoice will be transmitted to the Finance Department for payment. Payment will be made upon receipt of a proper invoice and in compliance with Section 218.70 Florida Statutes, otherwise known as the "Florida Prompt Payment Act." Collier County reserves the right to withhold and /or reduce an appropriate amount of any payments for work not performed or for unsatisfactory performance of Contractual requirements. T. METHOD OF AWARD The general criteria that will be used for the evaluation of this Bid is set forth in the General Bidding requirements along with the responses as stated on the Bid Proposal Pages. Award of Bid shall be made to the lowest, most qualified and responsive Bidder(s). The Collier County Board of County Commissioners shall be the final judging authority as to which Bid best suits its needs and is in the best interest of Collier County. As a result of Collier County's substantial investment in the project's landscaping, the responsive Bidder shall: 1. Provide copy of Landscape Contractor's or Unlimited Landscape Contractor's License in Collier County. 2. Provide verification of current projects in landscaping maintenance business. 3. Provide documentation of minimum of three (3) years' experience in landscape grounds maintenance within the Southwest Florida area. Such documentation shall include but is not limited to: a. Project description; b. Time of performance; c. Names and phone numbers of individual references familiar with the Bidders' project performance; d. Area included in "Scope of Work". 4. Provide a list of owned and /leased equipment to include, but not be limited to: a. Date of Manufacture; 1611 �tl i MSTU Roadwa Grounds Maintenance ge 14 Bid No. 01 -3258 Vanderbilt Drive y b. Condition; c. Whether owned or leased; d. If leased, date of lease expiration. 5. Contractor shall provide the name, IRS W -4 form and proof of certification of the firm's employee qualifying the firm as to meeting the Collier County's Maintenance of Traffic policy requirements. 6. References for Netafim maintenance and installation, if project site applicable. 7. References for pump and well maintenance, if project site applicable. If the documentation noted above is not submitted with the Bid Proposals, such Bid may not be considered. U. VENDER PERFORMANCE EVALUATION Collier County has implemented a Vendor Performance Evaluation System for all contracts awarded in excess of $25,000. To this end, Vendors will be evaluated on their performance upon completion/termination of agreement. II. SITE SPECIFIC MAINTENANCE FUNCTIONS A. CANOPY TREE AND PALM PRUNING Canopy trees shall be defined as any large shrub, tree or palm with foliage above a ten -foot (10') level. All canopy trees and palms shall be pruned on a continuous basis to create and maintain a seventeen - foot (17') canopy clearance over the roadways and a ten -foot (10') canopy clearance over all pathways. Canopy trees shall be selectively pruned twice per year in April and September so to thin the interior canopy of cross branching and to shape the canopy of the trees. A professional approved by the Contract Manager and licensed to prune trees under the direction of a Licensed Landscape Architect, Arborist, Tree Surgeon, or other approved professional shall do the pruning and shaping. The work shall be performed per ANSI A300 "Standard Practices for Trees, Shrubs and Other Woody Plant Maintenance" and done in a professional manner in accordance with "Pruning Standards" of the National Arborist Association or accepted local trade standards and practices. Palms shall be pruned annually during June of each year. The palms shall be pruned to a "Tropical Cut" or to a nine (9) o'clock - three (3) o'clock angle from horizontal at the base of the palm's bud or �"". �, 1 Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenan ce 1611age lowest fronds. Approximately seven (7) to ten (10) green fronds shall be left at the head after pruning. The pruning shall include removal of all nuts, seed stalks, brown or dead and lower fronds removed from the palm. The work shall be done in a professional manner in accordance with acceptable trade standards and practices. The palms shall not be climbed with tree spikes to remove the fronds. The pruning shall be accomplished by the use of a ladder, boom truck or lift. All debris from the pruning shall be removed and the site shall be left in a clean and neat manner. When the annual or bi- annual heavy pruning work is being performed with the use of a lift or boom truck, it is required that the adjacent traffic or turn lane to the work area, be closed using traffic control devices and signage per the current F.D.O.T. traffic control standards and indexes. B. FERTILIZATION The Contract Manager reserves the right to change the fertilization schedule and formulation as needed to meet special turf or plant needs or other unforeseen conditions which may develop. Fertilization schedule changes may require adjustments and the per bag application costs will be added or deleted per the Unit Costs indicated on the Proposal Page. All bagged fertilizer will be purchased by Collier County under its Annual Contract and coordinated with the Contractor for delivery purposes. Prior to fertilization application, notification to the Contract Manager is required to allow for inspection of all bags. The Contractor may be required to pick up the fertilizer within Collier County. Cost for pick up, if necessary, and labor for placement, shall be included in Unit Cost/Bag as indicated on the Proposal Page. Granular fertilization of shrubs and groundcovers shall be applied by hand in a twelve -inch (12 ") radius ring around the base of the plants. Trees and palms shall have a thirty -six inch (36 ") radius ring around the base. An 8 oz. cup equals one (1) pound. Trees and palms shall receive one (1) cup per one -inch (1 ") caliper. Shrubs and groundcovers shall receive one (1) cup per three foot (3') of height or spread. Shrubs and groundcover shall receive one -half (1/2) cup per eighteen inches (18 ") of height or spread. All fertilizer shall be swept off all sidewalks, concrete curbing and paving. The fertilizer shall be applied as set forth in the following schedule. Turf Areas and Plant Beds containing Shrubs Groundcovers and Trees The (13 -3 -13) fertilizer shall be applied at a rate of ten (10) pounds per one thousand (1000) sq. ft. for all areas. Four applications of (13 -3 -13) fertilizer will be applied during the months of February, May, July, and October. One (1) application of (21 -0 -0) Ammonium sulfate at a rate of four and one half (4.5) pounds per one thousand (1000) sq. ft. shall be applied in the month of November. 16 11 '**P, I Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance Page 16 Four (4) applications of Sequestrene Iron at a mixture of 1.25 tablespoons per gallon will be applied during the months of March, June September and December. The application is to be a drench, at the root zone of all Bougainvillea, Juniper, Liriope, Allamanda, Iris, Ixora or any plants subject to iron deficiencies as determined by the Contract Manager. Six (6) applications of 20 -20 -20 at ten (10) pounds of materials per one hundred (100) gallons of water with Ferrmec AC 13 -0 -0 plus 6% iron at 1/3 gallon of material per one hundred (100) gallons of water. It is estimated that the turf and plant beds covering approximately eighty -three thousand five hundred fifty -seven (83,557) sq. ft., will require the application of four hundred seventy -eight (478) 50 -1b. bags per Contract period. All applications shall be made during the first week of the month. Applications shall be made the day following irrigation when plant material is dry. Shrubs and groundcovers shall have the fertilizer blown or fan raked off following the broadcast application. Immediately after the fertilizer is applied, the areas shall be watered. Fertilizers shall be removed from curbs and sidewalk areas to avoid staining. All applications shall be made during the first week of the month. Applications shall be made to turf the day following irrigation when grass blades are dry. In areas where applicable, immediately after the fertilizer is applied, the sprinklers shall be activated for thirty (30) minutes to bring organic fertilizers to the soil's surface and to dissolve water - soluble particles. Following this watering, the controls shall be returned to automatic mode. Fertilizers containing Iron shall be removed from curbs to avoid staining. Palms Contractor shall apply palm fertilizer during October and May as specified below. Collier County will provide fertilizer. Should yellowing occur on the top fronds, manganese sulfate will be required, and if on the lower fronds, magnesium sulfate will be required to be applied with the 10 -5 -10 at the rates specified. Granular fertilization of the Palms shall be determined by the caliper (diameter) of the Palm trunk and applied by hand in a ring around the Palm's base at a twenty -four (24 ") radius. It is estimated that the palms will require the application of twenty (20) 50 -1b. bags per Contract period (ten (10) bags per application). Formulation Application Rate (Per Tree) 10 -5 -10 22 Cabbage /Sabal Palms 5 -lbs. 31 Coconut Palms 5 -lbs. 50 Areca Palms 5 -lbs. 1 Traverls Palm 5 -lbs. C. ORNAMENTAL & TURF SPRAYING Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance 1611Page 17 Overall Ornamental & Turf Spraying of plants, shrubs and grassed areas within Areas 1 are included in the Contract. TABLE I Right of Way Area 1 Approximate Turf Area (St.Au ustine) Approximate Planting Beds North R/W Vanderbilt Beach Rd. 5,217 sq. ft. 0 sq. ft. Vanderbilt Beach Rd.- Palm Ct. 7,400 sq. ft. 1,709 sq. ft. Palm Ct. - Oak Ave. 3,750 sq. ft. 2,355 sq. ft. Oak Ave. - Pine Ave. 3,350 sq. ft. 1,870 sq. ft. Pine Ave. - Bayside Ave. 1,555 sq. ft. 1,575 sq. ft. Bayside Ave. - Lagoon Ave. 3,350 sq. ft. 1,891 sq. ft. Lagoon Ave. - Tradewinds Ave. 3,350 sq. ft. 1,575 sq. ft. Tradewinds Ave. - Willett Ave. 2,310 sq. ft. 2,165 sq. ft. Willett Ave. - Seagull Ave. 2,395 sq. ft. 1,795 sq. ft. Seagull Ave. - Germain Ave. 2,750 sq. ft. 2,238 sq. ft. Germain Ave. - Seabee Ave. 3,360 sq. ft. 1,890 sq. ft. Seabee Ave. - Conners Ave. 3,520 sq. ft. 2,375 sq. ft. Conners Ave. - Egret Ave. 2,020 sq. ft. 1,979 sq. ft. Egret Ave. - Heron Ave. 2,070 sq. ft. 2,293 sq. ft. Heron Ave. - Flamingo Ave. 2,984 sq. ft. 1,800 sq. ft. Flamingo Ave. - Bluebill Ave. /111 th 2,819 sq. ft 3,847 sq. ft. Totals 52,200 sq. ft. Area 2 Approximate Turf Area (Bahia) NA 0 sq. ft. Total: 0 sq. ft. 31,357 sq. ft. Approximate Planting Beds 0 sq. ft. 0 sq. ft. 1. It is required that the Pest Control Firm performing these services shall possess and provide the following to the Contract Manager: a. Valid State of Florida Pesticide License that complies with all Federal, State (Chapter 482) and local laws and regulations. b. Bachelor degree in Ornamental Horticulture and /or Entomology or the equivalent practical experience approved by the Owner. c. Current Contractor's Occupational License for Pest Control Service. 2. The Pest Control Firm shall provide an overall written pest and spray program that shall incorporate ant and rodent control and shall meet or exceed the following minimum standards: a. Describe procedures, methods and techniques that will enhance the environment. Drive MSTU Roadway Grounds Maintenance 1611 PagAw I 1 18 Bid No. 01 -3258 Vanderbilt Dr y b. Provide the maximum protection for the health, safety and welfare of the public and environment. c. List of all chemicals to be used. 3. The Pest Control Firm shall make on -site inspections and provide written reports to the Contract Manager once per month. 4. Methods of Application: One hundred percent (100 %) coverage and penetration shall be provided. Insecticides and fungicides shall be applied at the proper pressure to provide maximum coverage. Chinch bug treatments shall be applied at a minimum rate of ten (10) gallons of spray mix per one thousand (1000) square feet of treatment area. a. Insecticides should be alternated from time to time to prevent an insect immunity to the application. b. Herbicides used in turf areas shall be applied at the proper pressure. c. Herbicides shall not be applied when the temperature exceeds eighty -five (85) degrees. d. Spreader sticker (Nu -Film 17 or equal) shall be incorporated in all spraying of Groundcovers, Shrubs, Trees, Palms, and Turf Areas when recommended by the label. e. Spray applications shall be applied during times of "No- Wind" conditions. f. No trucks or tractors with bar type tires or a gross weight greater than three thousand (3000) pounds will be allowed within or on the right of way areas. g. At the time of application, provide and place traffic control meeting Florida Department of Transportation, M.U.T.C.D. and Indexes. h. All spray application shall contain a wetting agent within the mix when recommended by the label or Contract Manager. 5. Rate of Application: All chemicals shall be applied at the rates recommended on the manufacture's labels. 6. Materials List: All insecticides, fungicides and herbicides chemicals to be used on turf areas and on plant materials shall be submitted in writing to the Contract Manager for review and approval. At 11 - Drive MSTU Roadway Grounds Maintenance 1611Page 19 Bid No. 01 -3258 Vanderbilt Y 7. Application Schedule: The number of applications shall be as listed below unless otherwise required based upon the on -site inspection reports. Ferrmec AC 13 -0 -0 plus 6% iron at one -third (1/3) gallon of material per one hundred (100) gallons of water to be added with each application of insecticide, fungicide and herbicide. a. Turf Areas: Insecticides & Fungicides - Twelve (12) applications on an as needed basis. Herbicides - Six (6) applications, to include Pre - emergent in February and September, Post - emergent in November, January and March or on an as needed basis b. Groundcovers, Shrubs and Trees: Insecticides & Fungicides - Twelve (12) applications on an as needed basis. C. Bed Areas: Herbicides - Six (6) applications, Pre - emergent in February and September, Post - emergent in November, January and March or on an as needed basis. 8. Additional Requirements: When it becomes necessary for the Contractor to return for additional spraying as directed by the Contract Manager due to non - performance of a required application, such shall be performed at no cost to the Owner. D. MULCHING Organic Mulch Areas with no mulch or new planting areas shall have mulch placed to provide for a four inch (4 ") non - compacted or unsettled depth measured from the existing soil grade. The area to receive the mulch shall be raked level to establish the proper finished grade and have all weeds removed prior to the placement of the mulch. Labor cost for weeding, hand grading and placement of new mulch shall be per Unit Cost as indicated on the Proposal Page. Re- mulching of plant beds and individual plant mulch rings shall have a two -inch (2 ") non - compacted layer of mulch applied during the months of November and May. Prior to the re- mulching, the Contractor shall turn, mix and if required remove a one foot (1') wide three inch (3") deep area of mulch and dirt from behind the back of curb around all medians. Labor costs for h J � 11 `�' a e 20 Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance ` g weeding, turning, mixing, removal of the existing mulch and for placement of new mulch shall be per Unit Cost as indicated on the Proposal Page. Mulch shall not be placed over utility boxes, irrigation heads or valve boxes that are located within mulched areas. General Mulch material shall be purchased by Collier County under its Annual Contract and coordinated with the Contractor for delivery purposes. E. MISCELLANEOUS SITE FIXTURE AND FEATURES Benches, other site fixtures and features shall be visually reviewed weekly to determine if functional, damage or hazardous problems exist. A weekly, manual operation of the accent lighting within Vanderbilt Drive medians is required to verify proper operation. If any damage or improper operation are found or viewed, immediate notification of the Contract Manager is required. F. LANE CLOSURE Lane closure for median maintenance shall be limited. Upon proper placement of lane closed signs, pre- warning signs, arrow boards, traffic cones, etc., the lane may be restricted from traffic only during non -peak traffic periods which are 9:30 A.M. - 3:30 P.M., Monday through Friday, and 8:00 A.M. - 5:00 P.M. Saturday and Sunday, unless otherwise approved by the Contract Manager. G. IRRIGATION SYSTEMS This project site has conventional pop -up sprinkler systems. All services listed under this Section "II -G ", shall be covered in the Contract Proposal item "Irrigation System" cost under Basic Maintenance Functions. Contractor shall bid an hourly rate to cover all irrigation items listed below for the conventional pop -up systems. Conventional Pop -up Irrigation Systems: Weekly Service Requirements: 1. Each median and side right of way zone shall be manually turned on at the valve to ascertain proper operation of the system. 2. Repair system for any blown -off heads, broken lines or leaks around heads or valves. 3. Check the controllers and rain sensing devices for proper operation and settings. 4. The Contractor shall further adjust all sprinkler heads to ensure that all landscaped areas receive one hundred percent (100 %) irrigation coverage. 5. Within all work areas, the Contractor shall review the plant material and turf for dry conditions and if found, advise the Contract Manager and correct the problem immediately. 11 Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance 21 Monthly Service Requirements: 1. Manually run the system, clean and adjust sprinkler heads /nozzles and irrigation shields if existing as necessary to ensure for proper coverage and that there are no sprinklers heads /nozzles spraying directly onto the roadway or sidewalk areas. General Service Requirements for Irrigation Systems: 1. Should South Florida Water Management District or other governing agency establish water restrictions, the irrigation systems shall be inspected and all controllers set to the mandated hours of operation set by the District or Agency. Subsurface systems are exempt from water restrictions. 2. Replace defective heads or nozzles, install or replace defective risers and repair minor breaks or restricted sprinkler lines. 3. Replace damaged valve boxes /lids if caused by the Maintenance Contractor. 4. Inspect, clean and replace, if necessary, screen/filters within the sprinkler heads. 5. Use only County approved replacement parts, and use only matched precipitation head replacements. Replacement sprinkler heads shall be supplied by Collier County. 6. Keep all grass and mulch out of all valve boxes. All valve boxes in sod areas are to be kept at sod level. All valve boxes in plant beds are to be kept two inches (2 ") above finished mulch level. Inside of all valve boxes shall be kept clean, and the valves shall be kept one hundred percent (100 %) accessible. 7. Upon issuance of a "Notice to Proceed" the Contractor shall review all irrigation systems and notify the Contract Manager of any existing problems. 8. One hundred percent (100 %) irrigation coverage shall be maintained within all irrigated landscaped areas while this Contract is in effect. 9. Notification to the Contract Manager is required when acts of vandalism or accidents have damaged the irrigation system. Photos shall be taken and provided to the Contract Manager at no added cost. MISCELLANEOUS IRRIGATION MAINTENANCE RESPONSIBILITIES 1. Should the temperature be forecast to be below thirty -four (34) degrees, the Contractor shall be responsible for turning the irrigation system off in order to protect plants from possible freeze damage. 111 Roadway 16 1 l 22 Bid No. 01-3258 - Vanderbilt Drive MSTU y Grounds Maintenance Pa 2. It shall be the Contractor's responsibility to notify the Contract Manager of any irrigation problems or additional irrigation maintenance needs. 3. Major repairs to the irrigation systems include repairs to valves, controllers, electrical wiring, main lines and costs of materials will be considered as additional expenses to the Contract and must be approved by the Contract Manager prior to such repairs being performed unless an emergency condition exists that requires immediate repair. Minor repairs include replacement 4. of heads and nozzles, installation or replacement of risers, repair of minor /lateral pvc piping breaks or subsurface piping or restricted sprinkler lines, replacement of damaged valve boxes /lids, rain shutoff devices and bypass switches necessary for proper and safe operation of the systems. 5. Should additional costs be involved which are not covered within the Contract Specifications, a Unit Cost shall be agreed upon by the Contractor and the Contract Manager prior to performing additional services. 6. The irrigation service personnel shall have on -site two -way hand -held communications during all services and /or inspections. 6. The irrigation service personnel must trouble shoot the time clock, i.e. power -in 110 volt and 24 -volt fuses, 24 volts output when necessary. H. BRICK PAVERS All median brick paving shall be pressure cleaned twice per year, in April and November, to remove marks, gum and other dirt that may be deposited on the surface areas. Sealing of the paving areas shall be at the direction of the Contract Manager on a time and materials basis. Upon finding damage to the brick pavers, immediate notification of the Contract Manager, or his authorized representative, is required. Upon finding damaged areas, the Contractor shall clean- up debris if present, and /or flag off the areas with protective barriers and /or high visibility hazard tape. The Contractor shall submit a proposal as soon as possible for the repair or replacement of the damaged brick paving areas. Repairs to the brick pavers will be considered as additional expenses to the contract. The additional expenses shall be charged as a time and materials billing, with the bricks being provided by the County. All additional expenses must be pre- approved by the Contract Manager. I. EMERGENCY LANDSCAPE MAINTENANCE SERVICES The Contractor agrees by submittal of its bid that the listed services Unit Costs in the Proposal Pages under this Contract shall also be made available to the County on a temporary basis as emergency landscape maintenance services. The contracted services within these specifications may be required to be temporarily performed at another project site located within Collier County. The Emergency 16TI All Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance Page 23 Services item's costs shall be based upon this project's square foot areas and bid Unit Costs converted to square foot costs as listed in the specifications and contact Proposal Pages and agreed to by both parties. If additional travel expenses are determined to be necessary for travel to an Emergency Services project site, the Contract Manager and Contractor will determine an amount of hours to be billed at the hourly rate charges as listed under "General Services" of the Proposal. J. TURF ORIGIN AND QUALITY All turf supplied shall be "Nursery Grown" or "Field Grown" for the purposes of sodding and shall be a "Premium Grade Sod" as specified below. The sod shall be cut, delivered and/or laid in accordance with the following specifications or the most current and accepted Horticultural Industry's Standards and Practices whichever is more restrictive. All sod shall be delivered to the site and be accompanied with a delivery ticket listing quantity, origin and date and time the sod was cut and loaded. Sod shall be delivered at the specified site within a twenty -four (24) hour period after field cutting and shall be laid within a forty -eight (48) hour period after field cutting. Sod being transported for a time period greater than one (1) hour shall be covered during transport. The Contractor acknowledges that acceptance of any sod at anytime of a Grade other than the Premium Grade specified in this Contract shall not establish a lessor standard or relieve the Contractor from providing the Premium Grade sod as specified for the duration of the Contract period. Premium Sod Sand Grown: Turf grown on 90% natural sand. Muck Grown: Turf grown on soil containing 50% or greater amounts of organic materials by volume. Each sod pad shall be insect and disease free, be vigorous and have healthy green color. The top growth (grass blades or foliage), shall have no more than ten percent (10 %) chlorosis and contain no thatch or dead vegetation layer within each pad. Sod shall be weed free, but in no case shall the weeds exceed two percent (2 %) of the total sod pad. Pad Size: Individual sod pads shall be cut to industry standard widths and lengths with a deviation no greater than +/- five percent (5 %). Broken or uneven ended pads will not be accepted. Pad Thickness: Thickness of the cut sod shall be to the industry's standard, but in no case shall the thickness of the soil be less than one inch (1 ") in depth for St. Augustine and Bahia grasses. 16 11111 Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance Page 24 Strength of Pad: Standard size pads shall be mature, well rooted and contain a soil layer thick enough to provide a strength that will support the pad's weight and maintain it's size and shape when the pad is suspended vertically by hand on the upper ten percent (10 %) of the pad section without tearing apart. Moisture Content: The sod soil shall contain enough moisture so that the soil is not excessively dry or wet. In no case will the sod be accepted if the soil layer becomes hardened or loose so not to hold it's shape and/or be hydrophobic in nature. K. QUANTITIES The Quantities listed in the Contract Proposal are approximate and are for the purpose of bid evaluation. The County reserves the right to order such quantities as may be required during said period, but does not guarantee any minimum or maximum to be ordered during the period specified. Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance Collier County Florida Insurance Requirements INSURANCE TYPE REQUIRED LIMITS X 1. Workers' Compensation X 2. Commercial General Liability (Occurrence Form) patterned after the 1985 I.S.O. form with no limiting endorsements All � Page Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements. Policy must include Employers Liability with a limit of $1,000,000 each accident Bodily Injury & Property Damage $1,000,000 Single Limit Per Occurrence 25 X 3. Indemnification: The ContractorNendor, in consideration of One Hundred Dollars ($100.00), the receipt and sufficiency of which is accepted through the signing of this document, shall hold harmless and defend Collier County and its agents and employees from all suits and actions, including attorney's fees and all costs of litigation and judgments of any name and description arising out of or incidental to the performance of this contract or work performed thereunder. This provision shall also pertain to any claims brought against the County by an employee of the named ContractorNendor, any Subcontractor, or anyone directly or indirectly employed by any of them. The ContractorNendor's obligation under this provision shall not be limited in any way by the agreed upon contract price as shown in this Contract or the ContractorNendor's limit of, or lack of, sufficient insurance protection. The first One Hundred Dollars ($100.00) or money received on the contract price is considered as payment of this obligation by the County. Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance N/A 4. Automobile Liability $1,000,000 Owned/Non-owned/Hired Automobile Included N/A 5. Professional Liability $ 16 , Each Occurrence 26 Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance 16 4gl N1 17 Collier County Florida Insurance Requirements (Continued) X 6. Contractor shall insure that all subcontractors comply with the same insurance requirements that he is required to meet. The same contractor shall provide the County with certificates of insurance meeting the required insurance provisions. X 7. Collier county must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability. X 8. Collier County Board of County Commissioners shall be named as the Certificate Holder. NOTE: The "Certificate Holder" should read as follows: Collier County Board of County Commissioners 3301 East Tamiami Trail Naples, FL 34112 X 9. Thirty (30) Days Cancellation Notice is required. X 10. The Certificate must state the Bid Number and Title. BIDDER'S AND INSURANCE AGENT STATEMENT: We understand the insurance requirements contained in these specifications, and that the evidence of said insurance may be required within five (5) business days of the award of bid. Bidder Signature of Bidder Insurance Agency Signature of Bidder's Agent Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance CONTRACT PROPOSAL FROM: 16 1PI DATE DUE: July 27, 2001 @ 2:30 p.m. Board of County Commissioners Collier County Government Center Naples, Florida RE: Bid No. 01 -3258 -"Vanderbilt Drive Beautification Area Grounds Maintenance" Dear Commissioners: 'A,11 28 The undersigned, as BIDDER, hereby declares that he has examined the site of the work and informed himself fully in regard to all conditions pertaining to the place where the work is to be done; and that he has examined the Specifications for the work and the Documents hereto attached. The BIDDER further declares that the only persons, company or parties interested in the Proposal or the Contract to be entered into as principals are named herein; that this Proposal is made without connection with any other person, company or parties making Bid or Proposal; and it is in all respect fair and in good faith, without collusion or fraud. The BIDDER further certifies that he has familiarized himself with the Federal, State and Local laws pertaining to the type of work proposed. The BIDDER proposed and agrees, if this Proposal is accepted, to Contract with the OWNER in the form of Contract specified, to furnish work in full, in complete accordance with shown, noted, described and reasonably intended requirements of these Plans, Specifications, Contract Documents and all Addenda thereto for the following Unit Prices: Any discounts or terms must be shown on the proposal form. Such discounts, if any, will be considered and computed in the tabulation of the bids. In no instance should terms for less than (15) days payment be offered. Prompt Payment Terms: _% Days; Net 30 Days Addenda received (if applicable): 91 — #2 — #3 Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance 16 1 JeA 1 l ,q I. BASIC MAINTENANCE FUNCTIONS Cost to Perform Basic Maintenance Functions as follows within Area 41: Function Otv Unit Unit Cost Total Cost Mowing & Edging 52 Ea. $ $ Irrigation Systems a. Pop -up systems 80 hrs. Ea. $ $ Weeding 52 Ea. $ $ Trimming & Pruning 52 Ea. $ $ Trash Removal 52 Ea. $ $ Street Cleaning 52 Ea. $ $ Traffic Control 52 Ea. $ $ SUBTOTAL "A" (Annual costs): $ SUBTOTAL "A" (divided by 12 months) Monthly Total $ II. Site Specific Maintenance Functions as follows: A. FERTILIZATION (County will supply granular fertilizer) Function Qtv. Unit Unit Cost Total Cost Turf, Groundcover, Shrubs 500 Bags Ea. $ $ Palms and Canopy Trees Perform Sequestrene Iron Drench Application 4 Ea. $ $ 20 -20 -20 6 Ea. $ $ SUBTOTAL "B" $ Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance B. ORNAMENTAL SPRAYING 1611 All Page 30 Function Qty Unit Unit Cost Total Cost Turf Area: Insecticides & Fungicides 12 Ea. Appl. $ $ AC 13 -0 -0 plus 6% iron Herbicides 6 Ea. Appl. $ $ AC 13 -0 -0 plus 6% iron Groundcover, Shrubs & Trees: Insecticides & Fungicides 12 Ea. Appl. $ $ AC 13 -0 -0 plus 6% iron Herbicides 6 Ea. Appl. $ $ AC 13 -0 -0 plus 6% iron SUBTOTAL "C" $ C. MULCHING OF PLANT BEDS Function Qty Unit Unit Cost Total Cost Application (May & Nov.) 3,625 Bags Ea. $ $ D. MISCELLANEOUS SITE FIXTURES AND FEATURES Function Qty. Unit Unit Cost Total Cost Test and Inspect 52 Week $ E. CANOPY TREE AND PALM PRUNING Function Qty Unit Unit Cost Total Cost Canopy Trees: - (April and September) Carrotwood 6 Ea. Cut $ $ Ficus 4 Ea. Cut $ $ Giant Bird of Paradise 2 Ea. Cut $ $ Green Buttonwood 6 Ea. Cut $ $ Ligustrum 1 Ea. Cut $ $ Silk Oak 1 Ea. Cut $ $ Silver Buttonwood 8 Ea. Cut $ $ Oaks 4 Ea. Cut $ $ Pink Tabs 6 Ea. Cut $ $ Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance 1611 , All, Palms: - (June) Areca 50 Christmas 8 Coconut 31 Sabal /Cabbage 22 Travelers 1 F. Brick Pavers Function Qty. Ea. Ea. Ea. Ea. Ea. Unit SUBTOTAL "D" $ $ $ $ $ SUBTOTAL "E" Unit Cost $ $ $ $ $ $ $ Total Cost Pressure Clean 2,489 sq. ft. 2 $ (April & Nov.) I11. SUMMARY OF ANNUAL COSTS Basic Maintenance Functions (Subtotal "A" Annual Costs) $ Separate Maintenance Functions for: Fertilization (Subtotal "B ") $ Ornamental Spraying (Subtotal "C ") $ Mulching of Plant Beds $ Miscellaneous Site Fixtures and Features $ Canopy Tree Subtotal ( "D" x 2) $ Palm Pruning Subtotal ( "E ") $ Brick Pavers $ IV. TOTAL BASE BID $ (Written Amount) Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance V.TOTAL MEN (Crew Size) TO PERFORM SERVICES (Minimum 4 person crew required per week) Per Week lbl.l,ll,s ESTIMATED TOTAL MAN -HOURS TO PERFORM REQUIRED SERVICES (The Contractor shall submit the amount of man -hours that they intend to provide to this Contract on a weekly basis.) Hours Per Week VI. ADDITIONAL LANDSCAPE MAINTENANCE SERVICES Should additional work of the following description be required, adjustment will be made to the Contract Sum at the following Unit Prices, which shall include all expenses, including overhead and profit. A. GENERAL SERVICES Labor (per man-hour) Supervision (per man -hour) Irrigation Labor (per man-hour) only Irrigation Supervision (per man -hour) Rental cost per day of a 4,000 gallon tanker with Operator with required operator license. B. PLANTING SERVICES These services shall be activated in the event that damaged or dead plant material requires replacement and/or landscape areas require minor renovations. Quotes requested for items under this Section generally shall be for small quantities. The Contractor shall bid installed Unit prices which includes materials and labor required for the installation and watering until establishment or irrigation system is providing coverage. All plant material provided shall be Florida 91 or better as specified by the Department of Agriculture's "Grades and Standards for Nursery Plants" Volumes I & II latest edition. 16 tl Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance age ITEM Unit Unit Cost 1. Mulch Shredded Cypress Bark, Grade "A ", 2" depthsq. ft. $ Eucalyptus, Grade "A ", 2" depth sq. ft. $ Designer red mulch, Grade "A ", 2" depth sq. ft. $ Pine straw, 3" fluffed depth sq. ft. $ Washed shell, 3" depth sq. ft. $ 2. Plants a. 4" Container, Annuals / Perennials each $ Begonias, Impatiens, Lantana, Pentas Purple queen, Dune sunflower, etc. All„ b. I Gallon Container African Iris each $ Coontie each $ Day -lily, evergreen variety each $ Fla. Gama grass each $ Juniper'Parsonii' each $ Liriope 'Evergreen giant' each $ Purple queen each $ Spider lily each $ c. 3 Gallon Container Cocoplum'Horizontal' each $ Coontie each $ Dwarf bougianvillea each $ Fakahatchee grass each $ Florida privet each $ Fountain grasses each $ Ilex'Schellings dwarf each $ Indian hawthorn'Alba', white each $ Ixora'Nora grant' each $ Dwarf Ixora each $ Juniper'Parsonii' each $ Spider lily each $ Thryallis each $ Turnera'Yellow Alder' each $ Wax myrtle each $ Saw palmetto each $ Sea oats each $ Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance 16tal All 134 Silver buttonwood each $ Simpson stopper each $ ITEM Unit Unit Cost Varigated pittosporum each $ Walter's viburnum each $ d. 10 Gallon Container Bottlebrush'Red cluster' each $ Cardboard palm each $ Cattley guava each $ Crinum lily each $ Crape myrtle each $ Hibiscus standard each $ King sago each $ Ligustrum each $ Myrsine each $ Silver buttonwood each $ Simpson stopper each $ Wax myrtle each $ Varigated pittosporum each $ e. 30 Gallon Container Bottlebrush 'Red cluster' each $ Cassia each $ Crape myrtle each $ Dahoon holly each $ Holly 'East palatka' each $ Foxtail palm each $ Ligustrum each $ Live oak each $ Mahogany each $ Magnolia each $ Red maple each $ Orange geiger each $ Slash pine each $ Tabebuia 'Ipe' each $ Wax myrtle each $ White geiger each $ f. 65 Gallon Container Bottlebrush'Red cluster' each $ Crape myrtle each $ Dahoon holly each $ A. �- 1135 Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance l Holly'East palatka' each $ Foxtail palm each $ Ligustrum each $ Live oak each $ ITEM Unit Unit Cost Mahogany each $ Magnolia each $ Red maple each $ Orange geiger each $ Slash pine each $ Tabebuia 'Ipe' each $ Wax myrtle each $ White geiger each $ 3. Palms Sabal palm (10' to 20' CT.) each $ Sabal palm (10' to 20' Booted) each $. Key thatch palm (6' to 7' HT., field grown) each $ Ribbon palm (6'to 7' HT., field grown) each $ Royal palm (16' to 18' CT) each $ Carpentaria palm (16' CT.) each $ Washington palm (30' CT.) each $ 4. Canopy Trees Live oak (100 gal. Cont., 4 " -5" cal., 16'ht.) each $ Live oak (200 gal. Cont., 6 " -8' cal., 20' ht.) each $ C. LIQUID FERTILIZATION APPLICATION Apply Peters 20 -20 -20 at 10 pounds of material per 100 gallons of water with Ferromec AC 13 -0 -0 plus 6% Iron at 1/3 gallon of material per 100 gallons of water. Unit Unit Cost Turf per sq. ft. $ Planting Beds per sq. ft. $ D. SOD SERVICES Unit Unit Cost per sq. ft. $ Removal of existing sod/weeds with sod cutter or by hand and prepare soil /area to the proposed finished grade suitable for new sod (Includes one herbicide treatment and all landfill tipping fees). Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance i 6 r'a all, E. SOD/ TURF GRASSES Delivered, off - loaded, fine graded for sod, laid in place, rolled and trim edges as necessary: Sod cost for areas with subsurface irrigation systems will require daily supplemental top or hand watering until the subsurface irrigation system provides adequate watering (approx. 3 weeks). St. Augustine Conventional Subsurface Irrigation Irrigation Unit Unit Cost Unit Cost 1. Floratam: Muck grown per 500 sq. ft. pallet $ $ Sand grown per 400 sq. ft. pallet $ $ 2. Palmetto: Muck grown per 500 sq. ft. pallet $ $ Sand grown per 400 sq. ft. pallet $ $. 3. Bitter blue: Muck grown per 500 sq. ft. pallet $ $ Sand grown per 400 sq. ft. pallet $ $ Bahia 1. Argentine: Sand grown per 400 sq. ft. pallet $ $ VII. ALTERNATES Street Sweeping 12 Ea. $ $ SUBCONTRACTORS TO BE USED: (In no instance may subcontractor(s) perform more than 49% of the Total Bid amount) Name Name (Spraying) (Irrigation) Phone Phone Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance Name Phone Documentation enclosed: lagA 11 • Copy of current Landscape Contractor's License. yes no or Unlimited Landscape Contractor's License • Verification of current projects in landscaping yes no maintenance business. • List of owned and /or leased equipment. yes no • Documentation of minimum three (3) years yes no experience within Southwest Florida. • Photo and /or manufacturer's brochure with specifications of street sweeping equipment provided. yes no • Verification of Maintenance of Traffic Policy yes no requirements provided. The Service to be furnished by us is hereby declared and guaranteed to be in conformance with the specifications of Collier County. The undersigned does agree that should this Proposal be accepted, to execute the form of contract and present the same to the County Purchasing Director for approval within fifteen (15) days after being notified of the awarding of the Contract. The undersigned does further agree that failure to execute and deliver said forms of contract within fifteen (15) days, will result in damages to the County. Bid No. 01 -3258 - Vanderbilt Drive MSTU Roadway Grounds Maintenance ib rje a'i„ IN WITNESS WHEREOF, WE have hereunto subscribed our names on this day of , 2001 in the County of , in the State of Bidder's Complete Legal Name Circle one: Corporation, Sole Proprietorship, Partnership Phone No. FAX No. :• Address City, State, Zip Typed and Written Signature Title Ub,': U ' X004 Y-ED 11 : 04 FA-1 1 001.005 i � �tl11 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION APPLICATtO14 FO* R TRANSPORTATION ENHANCEMENT PROJECTS Project Title: 'v <-� .S' a ice T'4. v.n� E w•, �,K ("e'+ s r s f a e-) Project Sponsor (municipal, county, state, or federal agency, or tribal council): 24W3 Page , Of 3 co4.-t-,e'e C0-,,7 y -7A' A,-c'. -'X-r- 7- ,;j/V -,-7 -"ti Contact '2S °ice' Soo 7-'r Title ZtocycTv,-, Address ZG 7S- Ze-, .Sver-E 4K* / A,,~�F1 , FL 3;�/° `7< Phone 2-3 7- ' %9Z FAX Z3P- z/3 - -S'S' /S- Priority (relative to other applications submitted by the Project Sponsor). Name of applicant (If other than Project Sponsor): 1. Qualifying Enhancement Activities: Check the enhancement activity that the proposed project will address. (NOTE: Checking all activities possible does not ensure or increase eligibility. Each activity checked must meet all criteria listed for that activity in Appendix A of FDOT Procedure #525 -030 -300, Transportation Enhancement Projects). Provision of facilities for pedestrians and bicycles The provision of safety and educational activities for pedestrian and bicyclists Acquisition of scenic easements and scenic or historic sites Scenic or historic highway programs, (including the provision of tourist and welcome center facilities) Landscaping and other scenic beautification Historic preservation Rehabilitation of historic transportation buildings, structures or facilities (including historic railroad facilities and canals) Preservation of abandoned railway corridors (including the conversion and use thereof for pedestrian or bicycle trails) Control and removal of outdoor advertising Archaeoiogical planning and research Environmental mitigation to address water pollution due to highway runoff or reduce vehicle- caused wildlife mortality while maintaining habitat connectivity Establishment of transportation museums ,ti � 0 2004 WED 11 : 04 FAT 71 2. Project Description: Use additional sheets as necessary to respond to the following- (a) What type of work is being proposed? (Check all that apply) Planning Activities Project Development and Environmental Studies _ Engineering and Final Plans Preparation Work Right of Way Acquisition Z 002 005 16TI All 0212003 pa" 2of3 Construction Construction Engineering and Inspection Activities (b) Describe how the proposed project is related to the intermodal transportation system by either function, proximity or impact. (One or more may apply). (c) Where is the project located (and what are the termini, if appropriate)? Include location map. (d) Summarize any special characteristics of project. Provide typical section drawings for appropriate projects. (e) Describe the project's existing right of way ownerships. This description shall identify when the right of way was acquired and how ownership is documented (Le. plats, deeds, prescriptions, certified surveys). (f) Describe any proposed right of way acquisition, including expected matching fund source, limitations on fund use or availability, and who will acquire and retain ownership of proposed right of wia y. (g) Describe any related project work phases that are already complete or curreriby underway. (h) Other specific project information that should be considered. 3. Project Implementation Information: Attach documentation as exhibits to this application. (a) Describe the proposed method of performing (i.e. contract or in- house) and administering (i.e. local or state) each work phase cf the project. If it is proposed that the project be administered by a governmental entity other than the Department of Transportation, the agency must be certified to administer Federal Aid projects ir, accordance with the department's Local Agency Program Manual (topic no. 525 - 010 -300). (b) Describe any public (and private, if applicable) support of the proposed prvject. (Examples include: written endorsement, formal declaration, resolution, financial donations or other appropriate means). (c) Describe the proposed ownership and maintenance responsibilities for the project when it is completed. (d) Describe source of matching funds and any restrictions on availability. (e) Other specific implementation information that should L7e considered. !A 31) 2004 WED 11:05 FAA u2:�03 UuS . 1 1 X11 I of 3 4. Project Cost: Page 3 What is the total estimated cost of the work requested to be funded as an enhancement project through this application? Planning Activities. Project Develcpment and Environmental Studies. Engineering and Final Plans Preparation Work. Right of Way Acquisition. Construction. Construction Engineering and Inspection Activities. Other. (Describe) TOTAL: How will the project be funded? �jlO� O o 4 a �° ol $ `7o, ood $ z-(° 0, o of MOT Enhancement Funds $ +focal 3 °� °cO =Total $ Z4,0, " ° ° FDOT Enhancement Funds '72 - -3 % + Local 7? % = 100% CERTIFICATION OF PROJECT SPONSOR I hereby certify that the proposed project herein described is supported by Coo -OcA CD • T�rr1 -,,, Z (municipal, county, state or federal agency, or tribal council) and that said entity will: (1) provide any required funding match; (2) enter into a maintenance agreement with the Florida Department of Transportation; (3) comply with the Federal Uniform Relocation Assistance and Acquisition Policies Act for any Right of Way actions required for the project, and (4) support other actions necessary to fully implement the proposed project. I further certify that the estimated costs included herein are reasonable and understand that significant increases in these costs could cause the project to be removed from the Flonda Department of Transportation work program. �) F T FOR FDOT USE ONLY Signature YES NO Application Complete IProjeet Eligible tation Feasible _ Include in Work Program PNIMX L YC,,T7 - Name (please type or print) Title Date ' 06,-30-2004 QED 11:05 FAX Z I A11 t - 005 Collier County TransportWtion Division Gulf Shore Bhd Sidewalk (East Side) 2. Project Description: - ' (b) The proposed project would add to�the non - motorized transportation alternatives along Gulf Shore Blvd. The project tiN;ouid add a sidewalk on the east side of the road, to go along with existing on -road bike lanes in each direction and an inconsistent mix of sidewalk and paved shoulder on the west side. The project would also link with axktirg sidewalks and bike paths on Vanderbilt Beach Road and Bluebill Ave. (c) The proposed project is a new sidewalk on the east side of Gulf Shore lid, betwcen Vanderbilt Beach Road and Bluebill Ave.Uvlap enclosed) Gulf Shore Blvd runs parallel to the Gulf of Mexico in the northwestern portion of unincorporated Collier County. (d) Gulf Shore Blvd is uniquely located adjacent to the Gulf of Mexico. It contains a mix of low and high density housing, hotel~, restaurants, raid beach access points. Gulf Shore-Btvd connects two of Collier County's busiest beach access areas, Delnoir- Wiggins State Recreation Area to the north. and Vanderbilt Beach to the south. A heavily traveled bicycle and Vedcstrlarl route, a rrsx of residents and visitors use Gulf Shore or both beach access and recreational purposes. Currently, there are safety concerns due to the large n<<mber cif bicyclists and pedestrians along Gulf Shore 5lvd, particularly on the road's east side. Pedestrians tend to share the bike lane on the east side with bicyclists rather than crossing the street and using the nux Df sidewalk and wide paved shoulder on the west side. The lack of separation of bicyclists and pedestrians in close proximity to motor vehicles is a safety concem. The avcrago annual dad) traffic on Gulf Shore Blvd is approximate) }' 5.500 motor vehicles. (e) The sidewalk, project - -vould take place within Collier County ri Oht of wLy. No additional right of way would need to be acquired. (t) Collier County will maintain the sidewalks once consjucted. (g) The Vanderbilt B;-ach _ ISTU is in the process of completing a master plan for the Vanderbilt Beach area. It has idcntiicd local transportation improvements to be pursued, with sidewalks on both sides of Calf Shore among the projects reconirni nded. (h) Once the Vanderbilt Beach MSTL: Master Plan is completed, the MTSLL may be able to contribute funding towards this enhancement project_ ng 3o 2ti91 'TED 11:o6 F_-11 i�ii5 ou5 161:1 All Op- A great deal of redevelopment has taken place on Gulf Shore Bivd in recent years, adding to the area's transportation demands. 71is trend is expected to continue. i. Project Implementation Information: (a± The Collier County Transportation Division would cons: act out and administer the design, construction, and CEI ph.,Lsca of the project, Collier County would provide funding for the CEI phase, which would serve as the project's local match. .'ib) The Vanderbilt Beach IMSTU has written a formal letter of support (enclosed) for the prglect_ Va.aous homeowners and civic associations in the area are behind the project via their support for the MSTU's master plan efforts. c l The Collier County Transportation Division will assume maintenance of the sidewalk upon completion. (d) The Collier County Transportation Division is the source of matching funrLs. There arc no restrictions on availability. The Vanderbilt Beach MSTU may he able to provide additional match funding once their master plan is completed- (C) N /A m N OD O a 0 0 N o ' m \ to 0 i b ro N H I � O O N 'r0,00, N M r1 Ol M �D l�l M Y O M M 111 m r O N O N M �0 O ll1 A O� T 5 o F m •N � A LI M U m 0 0 0 0 ID 0 0 0 0 Cp m 01 O O N w ro ro O m N m rl O M m I 01 Ifl In b El a+ � R i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M �o N W b b Q r1 l0 m M rl N N N r1 G � ♦ U I � > z z° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u° u° u° io 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O o 0 0 0 0 o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O N fll M V 0 0 0 Ifl Ill O 111 O N O O M O O V m �O 01 Oi bd O Q Cp M If1 I�'1 M O O to 1l1 � M N N �� N Ul N N M O O w v m v o m o M RI m a M 4104°U o Fa F Y b W N U GQa W A q OG 'v� 01 M a 0 'r'N�`yi SSSO OoW F Wy Ay O .T� 0 H W Iz � Id U 2 Z I W U W I Y O c is g q 0 0 0 u Q ✓ 0 0 0 M O N N el N M Al O N Ol O d q rl d N m tll N OI M 01 O rl O 0 r O O O ei e1 ri ei ei 01 O Oi Ol O ei V PI pl 10 N V OI Ol N N O �•1 O O O O m m 0 O 'o O u u u u rog �! 0 0 0 o O o 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 Ci 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �I i3 W O1 01 O1 O. 01 A CI T A q OI OI 01 O. 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OI O� 01 T A Ot q OI 01 q Ot O1 O1 01 N � 0 16,11 All Vanderbilt Beach M. S. T. U. Advisory Committee 2685 Horseshoe Drive South Naples, FL 34104 June 3, 2004 Mr. Joe Quinty Principle Planner Collier County Transportation Planning Dept. 2675 S. Horseshoe Dr. Naples, FT. 34104 Dear Mr. Quinty, The Vanderbilt Beach MSTU is currently working on a Master Plan for the Vanderbilt Beach area which ;^effects a strong desire for a sidewalk on the east side of Gulfshore Dr. The Board members of this MSTU strongly supports the application for the "Transportation Enhancement Project. There is a tremendous safety issue on Gulfshore Dr. and the Board feels this sidewalk is extremely needed to protect the residents and tourists of this area. The MSTU hopes to help financially but at this point it is not possible until our Master Plan is completed. We appreciate and thank you for your consideration of this grant. Sincerely, Carol Wright des of VBMSTU Board Fiala Halas ._- Henning Coyle Coletta 16�1 All RECEIVED x"06 z ®004 Vasweramt &MII mi t.r Co�n�issianers Ad visofy cOAXII f" 2685 Horseshoe Drive South Naples, FL 34104 SUMMARY OF MINUTES & MOTIONS AUGUST 5, 2004 I11. Approval of Minutes: July 1, 2004 Lew Schmidt moved to approve the minutes ofJuly 1, 2004 as amended. Second by Carol Wright. Carried unanimously 3-0. IV. Approval of Agenda Carol Wright moved to approve the agenda as amended. Second by Lew Schmidt. Carried unanimously 3-0. Q Sub - Committee Reports: C. Maintenance Committee Report - Lew Schmidt Committee discussed Landscape Contract with no changes. After discussion felt the Committee would like to receive a copy of the monthly reports submitted to the County by the Landscape Company. Lew moved to designate the Maintenance Sub - Committee as owners' representative and receive monthly reports from CI.M. Second by Charlie Arthur. Carried unanimously 3-0. D. Tax Analysis - Bud Martins report Charlie Arthur moved to pay the invoice for $165.00 from the Tax Appraisers office for the information submitted by Bud Martin. Second by Carol Wright. Carried unanimously 3-0. a =4� ��6#� l r� CSC1 l ►� c l :kF �a- nay. +inlr 1611 All Vane(alisi S�a'0 M.S.T.fI. AAW80ry QOmliftitt" 2705 Horseshoe Drive South Naples, FL 34104 August 5, 2004 Minutes I. Meeting was called to order by Vice Chairman, Charles Arthur at 11:05 AM. II. ATTENDANCE: Members: Charles Arthur, Carol Wright, Lew Schmidt, Dick Lydon (Excused), Bud Martin (Excused) Collier County: Bob Petersen - Landscape Operations, Liz Deleon -MSTU Coordinator Others: Robert Kindelan -CLM, Sue Chapin - Manpower Services III. APPROVAL OF MINUTES: July 1, 2004 Page 1 - last paragraph should read: Charlie is also concerned about Wilson Millers Contract_ Lew Schmidt moved to approve the minutes of July 1, 2004 as amended. Second by Carol Wright. Carried unanimously 3-0. IV. APPROVAL OF AGENDA Add: under Sub - Committee reports: (C) Maintenance Report (Lew) (D) Tax Analysis Report from Bud Martin Carol Wright moved to approve the Agenda as amended. Second by Lew Schmidt. Carried unanimously 3-0. A letter from Wilson Miller was given to the Committee to review for comment at the next meeting. V. OLD BUSINESS: A. Status of plantings in County right -of -way - Bob Petersen Bob reported he is getting the correct forms. Residents will have 10 -20 days to respond to the violation, the County will then remove any landscaping material and proceed further, if necessary. Is strictly a right -of -way site issue. IX. SUB - COMMITTEE REPORTS: A. Utilities - Charles Arthur - Report: (Attached) • Met with Gene Hartley/FPL • Cost of obtaining estimate is approx.$50,000 to bury lines - will be credited to final project if done within 6 months. • Outsource engineering firm - detailed project drawings etc. • Take 3-4 months for estimate. • Burying on finger streets easy. Major streets more difficult. (See report). • Easements are required 1§1 All • Buries cable in same trench • Mr. Hartley did not agree with Dan Sommers (Collier County Emergency Management) that it would not be more troublesome restoring power after a hurricane. Would wait for water to subside. (Carol mentioned being at a meeting with Mr. Sommers in which he stated salt water gets in the lines and forms an arc and takes much longer to repair.) • The lines are in conduit and sealed. Mr. Hartley felt underground was better for safety and dealing with storms. • If putting new meter in - needs to be up to County code. • County has option of financing project. • Charlie has copy of the Power Point Presentation that was given at an earlier meeting. • Charlie spoke with Eric Watler of Royal Harbor. Working with the City and FPL and stated it is a long, slow process. Bob Petersen will check with the appropriate person from the County for information on bonding. Charlie will do more research and report back to the Committee. Discussion followed on various lines underground in particular areas. B. Sidewalks - Carol Wright - Report: (2 issues) • Talked with Joe Quinty for August I I meeting. Member from MSTU will do the presentation. • Pictures were taken of the east side showing safety concerns. Will be shown for reasoning behind the need for the sidewalks. • If asked why MSTU is not paying - response is MSTU is in process of putting a Master Plan together and prefers to spend their funds on beautification, which is why the MSTU was formed, and have the County take care of the safety issues. Safety would be secondary. • Cost of project - $260,000 3 -5 minutes presentation - August 30 - 3:00 PM/BCC Chambers. • Each project will be graded - MPO will make final decision. • Bob mentioned making the area safer is a good draw for tourists. • If burying FPL lines, sidewalks would be put in after. Grant is 5 years out and could get an advance on the monies from the BCC if needed. Another Issue: • Met with Val Prince and drove the Vanderbilt area concerning the other sidewalk issue. • Concern - South corner on East side stops by Sunset Bay. The design has been done on both cast and west side. • MSTU would pay for design and continue with the sidewalk. • The west side could be done within a year due to safety issues - depending upon funding. • Carol asked about the landscaping that hides the pipes - she was concerned on removal of trees and swale areas. If not affecting drainage or safety, Bob didn't think it would be a problem. • Public and MSTU can have input in project before approved. Commissioner Halas can be contacted. • County will work with the MSTU to preserve landscaping. 2 16 {1 All C. Maintenance Committee Report — Lew Schmidt • Committee reviewed Maintenance Contract and had no changes • The Committee would like to request a copy of the report that is submitted to the County from the Landscaper each month. Bob Petersen bad no problem but the invoice is submitted along with it and needs to be presented for payment within a certain number of days. Robert (CLM) mentioned any problems they might encounter can be e- mailed to him. Lew moved to designate the Maintenance Sub - Committee as owner's representative and receive monthly reports from CLM. Second by Charlie Arthur. Carried unanimously 3-0. Bob will check to make sure the term "owner's representative" is appropriate in the motion. • The committee will meet again and discuss re- plantings. • Lew brought up the flooding again at the sidewalk at the intersection of Vanderbilt Beach Road and Vanderbilt Drive. He mentioned the Regattas parking lot drains towards the road with a mitigation pond in the corner and is not adequate. He felt that is not an MSTU problem and asked Bob to find out. They may have to contact Development Services and Code Enforcement. Getting pictures would help. D. Tax Analysis — Bud Martins Report (Attached) • Allocate Funds • Important knowledge — use data without being divisive. • Committee will review further. Charlie Arthur moved to pay the invoice for $165.00 from the Tax Appraisers office for the information submitted to Bud Martin. Second by Carol Wright. Carried unanimously 3 -0. * *Bob handed out the Budget Sheets Liz has been doing for the MSTU's. Any suggestions from the Committee are welcome. The water /sewer rates were discussed with rates being raised. They discussed a possibility of getting hooked up to affluent water. X. NEW BUSINESS: * *A letter from Wilson Miller was handed out addressing the concerns of the Committee. Bob invited them to the next meeting to discuss any further matters or concerns. (Attached) ** Charlie will be excused from the September and October meetings as he will be out of town. The Committee did not feel they will have business to discuss in September but will leave it up to the Chairman, Dick Lydon, whether to schedule a meeting or not. XI. PUBLIC COMMENTS - None 3 1611 All Being no further business to come before the Committee, it was adjourned at 12:15 PM. The next meeting is scheduled for 2:00 PM, September 2nd, 2004 AT ST. JOHNS PARISH LIFE CENTER 625 111'x' Ave. Naples, FL 4 1611A11 VANDERBU,T BEACH MSTU UTILITIES SUBCOMMITTEE On July 6, 2004 B.J. Savard -Boyer and I met with Gene Hartley of FPL to discuss issues involved in burying utility lines at Vanderbilt Beach. Gene had made a presentation to the MSTU Board over a year ago. Gene started by saying that burying lines on Gulfshore and major streets would be difficult because those lines carry more load and would require larger transformer boxes and more intricate systems. He thought burying lines on the finger streets would be relatively simple and much less expensive compared to the major streets. We can get a detailed estimate of the cost of burying lines. Gene thought the cost would be about $50,000 for the estimate, and would take 3 -4 months to complete. FPL would hire an outside engineering firm to do the estimate and it would include detail drawings of how the utilities would be laid out, location of transformer boxes, etc. Homeowners would generally be required to give an easement on their property. In limited situations, FPL can bury lines at the edge of the right of way, which could avoid the easement issue. They would primarily use directional boring which costs about $17 per foot. They would coordinate with cable and telephone and try to use the same contractor to save time and expense. Gene confirmed that they can use the same trench for electric, cable and phone wires. From a safety standpoint, FPL prefers underground. Gene felt the statement that it takes longer to restore power after a storm with underground utilities was not correct. The only issue with underground occurs when the area floods and they must wart for the water to subside. If some property owners don't participate, they can skip them and put a pole in their yard. There are code issues to consider for older homes which switch from overhead to underground lines. Some cost would be paid by the homeowner to hookup the underground line and meter.The County has the option of financing the project and recovering its loan as FPL bills customers over some period of time up to 20 years. Gene left us with a copy of a presentation and Q and A's relating to underground utilities. I later talked with Eric Watler of Royal Harbor, who is helping coordinate burial of utility lines in that area. He indicated this is a slow difficult process. They are working with the City and FPL to get the lines buried and are asking FPL to participate in the cost as part of improving their service level. He is willing to share their experiences with us as they have been working on this project for some time. Charles Arthur August 5, 2004 V t0 lbl,�l All 0 tU 7 O CA d a 0 Q C c a. a- A o g�� N � A w co rn 000 ctOoIDcoi `$`o 0 0 0 O O U U O O N O W W W W W W W W W W W W W t0 c0 qD tD tD w tp V O 0RS U U p� p� A A pp�� A p� A p� Op�� AT A (�(�(,,f �,7 p t00 t00 W C N+ p 0 T V to NN w t02- cc � a j T((�� A tD CD tO [O t0 A w0000 w /p O O N 00 00 N Soo 0 0 OOo w0 Ot0 0o0 OOOo0 oUwcctoVOOOO tO tO tOO W r_-Olm CO -ice :mm Zv cc -jm -jmc TcwArO O0 �pz zCOV) mz p Ogjz X M --4m5 m_m 0ZVAm Pc inlmTTmmm mw mz m mmy O �rAr:rpzAX�Dt� �� 00 NT r -I-im m ON ;z> t-G�ZP^ m�� mg OOirn r Z Z n n mTT «m � � m m _u 0 � A'S T a mC �-i O ! � zz0 TTC �� <- TmA 2 0 �zz0nn mm�_= rnm ? ODO zXD m C �zm�z i-i pp mm 'o 0 X cep r aorn- � c p0 vz m mmcn mW me D D cK p O v ccaOm ;Mo D OX� t�p r mom ii c �m-n�ic n �.► m m d r- n O p N m� zD O m m op m 3 mK D i �m 0 cn ' ;o mmm 0, Tm �p cn m i Q m� ml m 7,g -Zi�� mm3 << m m c M m rn o m n 0 m p m M a y °c 3 m z 3 N c ? 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NZ '; Nt/t 074 AOCp1 (p O A ppv— Ay 0 pO pO OOOOO pOp OO 00 pOp OOO 000 pOp O S p0p QVpOONNO,t00� pO y► S OOOOO O O O ASWODSSilt$SOtoS.P(9) N m OTiR D Ci m a W OI V 0) N Ntwo N W Zm C + -r 4 -.+4 V 1a 'iJ�i pCOTp NA+ 0 0 A V V OWU N Jp pN yO Z m y .fUD O o o g SUo as y SwSSO00O M 0OOW O .vim 0 00 O T C1 a N + O (-A V U+ O A tT _ OD N 'nWj Aj Z C �N° °ow"�'Scr'ito25oOppoppop0000�mv� pN� g m oc~ngSo O+ O S O 00 S 00pa'i 99 t(��t760p A N O p0 O 0 O p S O S O S O S S 0 0 0 0 0 0 0 0 tajt t11 0 tU 7 O CA d a 0 Q C c a. a- A o g�� N � A w 1611 August 4, 2004 From: Bud Martin To: File Memorandum Subject: Vanderbilt Beach MSTU Tax Analysis — 2004 versus 2003 The attached page summarizes part of the Vanderbilt Beach MSTU tax data for years 2003 and 2004. Points of interest include - 1. Gulfshore Drive is by far the largest component of the MSTU, with over 1/3 of the total taxing units and contributing almost 40% of the total tax revenue. Further, the tax contribution is increasing, up 13.8% year over year. 2. The Eastern Finger Streets are the second largest component of the MSTU, with about '/2 the contribution, and about 40% of the taxing units and the annual tax increase of Gulfshore Drive. 3. The Bluebill (Baker Carroll Point) area is the third largest component, contributing about 'h the taxes of the eastern finger streets with about 50% more taxing units. The 2003 results are skewed to the low side as two buildings on Bluebill that should have been included were omitted from the 2003 database. This error also artificially raises the year - over -year tax growth rate. In the future I would project the contributions from the Bluebill area to grow somewhat more slowly than the MSTU average. 4. The Dunes is the fourth largest component, and will in the future represent an even larger share of the MSTU. The 2004 data show only a partial impact of the Grande Preserve at the Dunes, with only one of the three building included, and a "pre - construction" tax rate of only about $600 per unit. 5. Multi Family units are the preponderant component of the MSTU, representing over 80% of the taxing units and almost 2/3 of the total tax dollars. The impact of Multi Family units is further projected to increase over time, due both to the increase in the actual number of units (e.g. the Grande Preserve), and to the higher yield per assessed valuation (in 2004 541/o of Single Family units had a homestead tax exemption versus only 14% of Multi Family units). These data should assist us in the choice of equitable expenditures of MSTU funds. 1 All Vanderbilt Beach MSTU - Com anson Count of 2004 versus 2 ax Taxes Street 2004 # 1 2 64 2 o To 0. 0. 20. 0. 0. 1. 2003 # 1 23 593 2 5 o To 0. d.k 19. 0. 0. 1. 2004 $ o To 153,81 0. 238,8 1. 1,832,81 11. 22,97 0.1 217,32 1. 455,03 2. 2003 $ 162,371 252,2 1,530,94 23,0 206,24 418,56 Increase o To 04 1.1 10. U. 1. 2. vs`03 -5. 19. -0. 5. 8. 1017 417 593 2 271 7 14 193 WSIDE AYVIEW LUEBILL ENTER HANNEL 38. 21. 10. 9. 4. 2. ONNERS 25 4 168 45 21 8. 1.54 5.3 1.4 0.721 25 192 45 8. 1. 6. 1. 0. 1,477,60 368,47 976,221 322,27 164,521 9. 2. 6. 2. 1. 1,426,33 328,54 884,33 308,65 163,94 9. 2. 6.0 2.1 1.1 3• 12.2 10. 4. 0. UNES GRET LAGSHIP LAMINGO 80.E 17. ,ERMAIN 8 2. 0. 63. 29. 0. 0. 59,26 46,22 0. 0. 44,021 0 'RANDE ;ROVE 108 4 31 7 32 34.2101 1. 1. 2. 1. 0. 4 31 7 3 33. 1. 1. 2. 1.1 0. 6,483,5 328,83 275,91 323,20 274,31 83,59 39. 2. 1. 2. 1. 0. 5,699,68 285,99 239,61 267,572 284,82 89,16 38. 1. 1. 1. 1. 0. 13. 15. 15.1 20. -3. -6.2 )ULF SHORE IERON AGOON AUNCH )AK ),ALM 1 0. 33 1. 23 0. 2 0. 18 0. 1 4.2 3 1. -T4-7 4. 3 1.2 1 0.6 1 3 2 2 1 14 3 14 3 19 0. 131,90 1.1 187,434 0. 249,808 0. 237,941 U. 119, 5. 246,41 1. 248,67 4. 633,99 1. 73,001 0. 165,15 0. 1.1 J.E 1. U. I 1. 1. 3. 0. 1. 137,47 122,19 255,24 119,01 225,941 246,29 632,752 71,42 164,355 0. 0. 1. 1. 4. 0. 1.1 -4.1 0. 9.1 1. 0.2 2.2 0. DINE SEA GROVE SEABEE 3EABREEZE SEAGULL 30UTHBAY TRADEWINDS VANDERBILT VANDERBILT BEACH WILLETT 17 100. 99 100. 16,399,11 100. 14,839, 100.0 10. errand Total Area 3ULF SHORE 108 =ast Finger 41 3LUEBILL 64 Dunes 351 Regatta 2 West Finger 7 VANDERBILT 147 South End 180 34. 13.1 20.2 11.1 7. 2. 4. 5.7 1017 417 593 2 271 7 14 193 33. 13. 19. 8. 9. 2. 4. 6.4 6,483,5 3,342,19 1,832,81 1,583,09 1,299,42 694,16 633,99 34Z,6t5U 39. 20. 11. 9. 7. 4. 3. 2.1 5,699,6 3,204,05 1,530,94 1,470,35 1,151,90 707,01 632,752 320, 38. 21. 10. 9. 4. 2. 13.1 4.: 19.' 7• 0. 6. 81.4 16. 1 2.0j 80.E 17. 65.E 271 63. 29. Usage Multi Family in le Famil ommercial WilsonMiller 0 New Directions In Planning, Design & Engineering July 26, 2004 Mr. Bob Petersen Collier County Transportation Traffic Operations and Alternative 2705 Horseshoe Drive South Naples, FL 34104 1611 All`�,�° Transportation Modes Department Subject: Vanderbilt Beach Beautification MSTU Committee Concerns Dear Mr. Petersen: JUL 2 7 2004 3;;�_5V -M, On behalf of WilsonMiller, I would like to thank you for forwarding to our attention concerns and comments from the Vanderbilt Beach Beautification MSTU Advisory Committee. It is important that we have open and productive communications. Your letter has provided WilsonMiller with certain issues and we would like to take this opportunity to address each of them. The concerns as stated by the Committee are highlighted in italic, followed by WilsonMiller's response. Limited accuracy in materials presented to committee. (MSTU meeting minutes indicate specific concerns with construction costs and incorrect survey results) During the preliminary plan phase, the opinion of cost was presented in a draft form. Given the extremely compressed schedule in which we were preparing for the preliminary community workshop, the numbers shown to the committee for review were in a draft/ progress state, and were presented so the committee could see the basic format and assumptions used for the opinion of cost. The numbers have been refined as we have progressed with the project. Throughout the process, we have explained that these are master planning numbers, which are based on FDOT per mile costs and our own experience with streetscape elements. They are conservative numbers that are meant to provide an order of magnitude range to facilitate the decision making process. We have also explained that it is not possible to provide detailed construction cost figures until final construction plans have been prepared. There has been an on -going discussion about how to properly allocate the FPL costs, and how to account for associated costs that are not reflected in FPL's numbers. We have been responsive to the committee's comments and have revised the opinion of cost to attempt to allocate the costs on a linear foot basis, and have removed the inflation factors, mobilization, etc. from the FPL column. As stated in several meetings, however, WilsonMiller is not privy to how FPL will allocate their costs by neighborhood or street, therefore we cannot accurately reflect that in the opinion of cost. As to the issue of the incorrect survey results, we simply printed an incorrect version. This was explained in an email that accompanied the correction. The first version was a preliminary tabulation draft, and the second version was the edited and verified version. In preparing for the Offices strategically located to serve our clients 800.649.4336 Napies/corporate Office 3200 Bailey Lane, Suite 200 • Naples, Florida 34105 • 239.649.4040 • Fax 239.643.5716 wilsonmiller. cam 72612004- 140248 Ve 021- OFe dric (A#.3 0 30 3 6005 -0 01- LCOR- 27826 WilsonMillo�,lnc. — FL Lic.J LC- C000170 1611 X11 WilsonMiller 0 New Directions In Planning, Design & Engineering meeting, the preliminary version was printed out. We recognized the error and emailed the correct version as soon as I returned from the meeting. The ranking system used to tabulate the survey results is the same method the County uses to rank and select consultants. Public meeting poorly run. Attendees not given enough direction. WilsonMiller recommended presenting the preliminary alternatives in a PowerPoint presentation, followed by an informal question and answer period. (See attached proposed presentation outline) The committee decided, after a very animated discussion, to make it an l'open- house" type format instead of a formal presentation. This was decided, in part, to avoid a large group becoming confrontational. WilsonMiller was fully prepared to put on an informational PowerPoint presentation, however it was the committee's decision not to do so. The committee felt Anita was too aggressive in her pushing the committee to reach consensus. During our initial contract negotiations with the committee, WilsonMiller agreed to reduce the amount of time we had allocated for the consensus plan phase of the project, and to reduce our proposed fee from $12,400.00 to $6,560.00. At the time, it was felt it would be fairly simple to summarize the community input, document the preferred alternatives in a consensus plan form and move forward to the final master plan. This has not proven to be the case. WilsonMiller believes that Anita was very professional in her conduct toward the committee, and was straightforward in communicating the objectives. She posed the question — "This is what we are trying to achieve today, do you think we can get there? If not, what are the obstacles that are preventing us from moving forward ?" This was the second meeting the group held following the community presentation, and our goal was to achieve a focus and gain direction from the committee while all of the committee members were present. Given our reduced scope for this portion of the project, we were attempting to move the project forward according to the framework of our contract. We did gain the direction that the committee needed more detailed information in order to make decisions, and the committee as a whole was simply not ready to reach a consensus. Anita acknowledged this decision, and we discussed the implications for the project schedule and budget. They expressed concerns about the way the fees are charged in lump sum instead of by the hour. Our contract is with Collier County and administered by the county staff. It is the County's requirement that contracts be performed on a lump sum basis. WilsonMiller has no control over this matter. The committee had been given the opportunity to review the projected staff 726/2004- 140248 V— 02!- DF-dni CAN 3 03036-005-001- LCOR- 27826 witsonmillef 161 New Directions In Planning, Design & Engineering hours during our contract negotiations. As history has shown, it is actually to the MSTU's advantage that the contract is lump sum rather than hourly, because we have spent far more time than what was estimated. They felt the traffic study was abominable as well as the lack of information used which had been compiled by WilsonMiller and the county in the corridor study for the Vanderbilt Drive. (MSTU meeting minutes indicate no attention given to the intersection at Vanderbilt Drive and Vanderbilt Beach Road.) In negotiating the scope, the County agreed to provide the traffic data in order to hold down the overall cost of the project. Unfortunately, the County was not able to provide this data and therefore WilsonMiller conducted the study. The traffic study was performed to gather information needed to analyze the need for traffic calming and to determine intersection volumes and turning movements. The only point of overlap between the Vanderbilt Drive corridor study and the VBB MSTU traffic study was the intersection of Vanderbilt Drive and 111th Ave. N./ Bluebill Avenue. The intersection information for the corridor study had been gathered in late 2001, and therefore was too outdated to use for current analysis. Collier County prefers turning movement counts no older than one year as the basis for current conditions analysis. The traffic volume and speed survey data were collected in late January and early February, 2004, including weekdays and a weekend. The study showed that the speed levels would not meet the Collier County criterion to demonstrate the need for traffic calming, which requires at least fifty percent of vehicles traveling more than five miles per hour above the speed limit. However, there is nothing to preclude the community from providing traffic calming on its own. Upon review by the committee, the information was summarized in a simplified format to make the information user - friendlier. The analysis was performed and summarized according to professional standards, and the results simply are what they are. WilsonMiller does not determine the outcome of the traffic study. WilsonMiller also reviewed the intersection of Vanderbilt Beach Rd. and Vanderbilt Drive to evaluate the need for a southbound right -hand turn lane. The analysis showed that adding a turn lane would have a minimal effect on delay and that the additional lane would have to be at least 86 feet long to be effective. Using Highway Capacity Analysis software, WilsonMiller analyzed the suitability of the intersection for conversion to a roundabout and found that the traffic volume through the intersection would be too close to a roundabout's capacity to justify the investment. At the request of the committee, WilsonMiller also provided an analysis of crash data of similar size roadways as a context to judge how the VBB area accident rates compare to other areas. 7126/2004- 140248 Ver: 021- DFendric Cnw 03036 -005 -001- LCOR- 27826 wils6nmuler' 16 11 At New Directions in Planning, Design & Engineering They questioned what two additional meetings they were asked to approve payment for on your last request for additional fees. (MSTU minutes question what materials were prepared for beyond our normal contract) Our scope was based on a 6 -month time frame and attending the monthly meetings during this time frame. As of this date, WilsonMiller has attended 7 committee meetings, in addition to the preliminary community meeting. The meetings occurred on the following dates: January 8, February 5, March 4, March 18, March 25 (community meeting), April 6, May 6, June 3. Preparation of materials has been necessary for every meeting, ranging from additional copies of the opinion of cost, traffic studies, or specific agendas, to extra copies of the graphics for some members. If additional meetings are required, the usual preparation is also required. Lastly they felt materials presented to date lack creativity. The design solutions responded to the requested streetscape elements within the given right -of- ways. A great deal of thought went into developing the proposed alternatives, in finding creative ways to achieve the MSTU's goals for traffic calming, pedestrian improvements, beautification, etc. within the constraints of the existing conditions. WilsonMiller brought forward creative solutions, but the concepts have received little discussion or feedback due to the over - riding concerns about costs. Because of the magnitude of the cost of this project, the committee has spent most of its time and energy discussing numbers — the FPL costs, the breakdown of tax revenues by neighborhood, etc. We would welcome the opportunity to review the design alternatives and aesthetic issues in more detail with the committee. Please accept our appreciation for bringing these matters to our attention and for allowing us to provide our response and perspective. WilsonMiller would welcome the opportunity to meet with you to develop a plan of action for completing our work on the Master Plan and fulfilling our scope of services. Sincerely, WilsonMiller, Inc. Da ?LFendrick, RLA, AICP Senior Associate Cc: Fermin Diaz, WM Anita Jenkins, WM Gavin Jones, WM 7!2612004- 140248 Ver. 021- DFendric cnr4a 0 303 6-005-001- LCOR- 27826 Richard L. Woodruff, DPA, AICP Managing Principal 161l Nii VBB MASTER PLAN PRESENTATION OUTLINE 1. WELCOME / INTRODUCTION Bob welcome Dick Intro Committee, County, WilsonMiller 2. OVERVIEW WM — explain presentation format & survey exercise Review MSTU district boundaries & 4 main roadways Elements of study What we will present today 3. EXISTING CONDITIONS/ OPPORTUNITIES & CONSTRAINTS Site photos & cross - sections 4. PRELIMINARY ALTERNATIVES 3 -4 Slides ea. Road — cross - sections & plan enlargements 5. REVIEW SURVEY & COSTS Explain survey, show example how to fill out 6. WRAP -UP MARCH 18, 2004 Direct crowd to view boards and ask questions at stations Request they fill out survey & put in box Results to be tabulated & distributed via Community newsletters? Final Master plan to incorporate comments / Invite to Final Presentation April 29 7. QUESTIONS & ANSWERS - INFORMAL AT STATIONS 311812004- 135156 Ver:01!- DFenddc Ca 3 03036005 -001- LCOR- 27826 �0J 1417 NORTH NAPLES OLDEST AND MOST TRUSTED SOURCE FOR LOCAL NEWS 1110111111101113 May 2004 - Is= 5 The Gangs of Collier County The Collier County Sheriff's Gang Unit has been in existence for over 11 years. Citizens of Collier County may see the Gang Unit Investigators in their uni- forms and realize that they didn't know such a Sheriff's Office enti- ty existed. It is important for citi- zens to understand what the Unit is, what they do and of course, why Collier County has this law enforcement branch. Since 1992, Sheriff Hunter has had in existence, specially trained Gang Investigators that are tasked with identifying, investigating and apprehending street gang members. In the early 90's Sheriff Hunter felt it necessary to imple- ment this strategy in a proactive design to stay in front of what was being observed as an influx in migration to Naples from large cities with criminal street gang activity, specifically at that time from the Midwest. Sheriff Hunter began to reach out into the community for assistance and with the help of Deputies began the process of intelligence gather- ing. That developed into the three -phase program used today which is Intelligence, G a t h e r i n g, Enforcement and Prevention. The Prevention Unit is the only unit of its kind in the s t a t e. Meetings are held with concerned p a r e n t s regarding gangs and their children's potential involvement into the gang culture. The preven- tion model works in the follow- ing manner. Once the parent and the juvenile are referred to the Gang Unit coordinator, there is an intervention with both parties. The intervention starts with a "mini drill" a program based on the Collier County Drill Academy. At "mini drill" the kids are shown the accountability side through a military model. From that day forward there is a Deputy mentor. Monitoring of behaviors and attitudes through a Deputy and professional counselor is continuous for up to the next 90 days. Possible warning sign that children may be involved in a gang activity are as follows: • A decline in behavior or show- ing disrespect in the home and at school • Grades or attendance at school begin to fall • Unexplained drawing on note- books and book bags None of the above are illegal but the behaviors are suggestive of the possibility of criminal activi- ties. The attorney's office for the State of Florida plus all local Smile Now /Cry Later Handcuff above & through the mentality and gang culture • New friends, unknown to par- ents • Using terminology and slang not previously used • Preferences in clothing that are different from previous choices and specific to one color agencies R (Marco, NPD, CCSO) work together. Through St Petersburg College the CCSO gang unit model and protocol has been delivered and taught to cities, nationwide such as Atlanta, Cleveland, Kansas City, El Paso, Baltimore, Salt Lake City, Colorado Springs, Durham, Birmingham, Greenville, Charleston, South Carolina and Gary, Indiana. The city of Gary alone has over 100 gang - related homicides a year. The Deputies from Collier County Sheriffs office have trav- eled to the above cities and have shown their Prevention Model that has worked so successfully here in Collier County. All Unit members belong to the Florida Gang Investigators Association. Sgt.Rich Hampton, Collier County Sheriffs Office Gang Unit Coordinator is now in his second term as Vice President of this Association. This organization empowers all agencies with train- ing and resources to work on their gang related problems in a collec- tive manner. The MAGTF (Multi Agency Gang Task Force ) covers the entire County and at times will extend into Lee, Hendry, Charlotte and Desoto Counties. In Collier County alone there are over 345 documented gang mem- bers that are tracked, monitored and meet state statues for being gang members. In 1999 the most improvement was shown because the CCSO received a grant from the Department of Justice for CISGRO (Cops in School Gang Resource Officers) funds. This grant funded two additional Deputies, whose focus was gang related activities. The CCSO was the only unit in the nation to receive this grant . The Street Gang Unit believes that a small number of citizens are responsible for a large amount of the crime. In that small per- centage are documented gang members, who often prey on ECRWSS POSTAL CUSTOMER See GANG on Page 11 PRSRT STD U.S. POSTAGE P A I D NAPLES, FL PERMIT #285 Pegg 2 North Naples Journal May 2004 OLDE CYPRESS: Elegant Mediterranean Style Villa, 2 br + den, 2 ba, 2 car garage, granite countertops, keystone columns and lighted arches over breakfast bar looking into tiled Great Room, decorator appointments in baths, kitchen, utility, private yet view of beautiful Olde Cypress Golf Course. $438,000 in tie area to work' for you. A free consultation is yours for the asking. No obligation of course. Call us! PELICAN MARSH - OPPORTUNITY KNOCKS! Lowest priced of its kind in Osprey Pointe. Owners relocating and need to sell this barely lived in spacious 3Bed/3Bath plus flex room luxury carriage home. This home offers 2,748 sq.ft. of living space. Features include numerous upgrades, neutral tones and garden views from the screen lanai. MAKE OFFER! $424,900 Deacon Wilkes, Beverly Wilkes, Joanne Ciesielski, Mary Rita Carey We offer personalized service for all of your Real Estate needs for Village Walk, Island Walk & other fine North Naples Communities. Healthcare for the Entire Family Qualitye*o Compassion.., Convenience. Gregory A. Knight, PA- C Physician Assistant Board Certified 10 Years Emergency Medicine Experience Experience the difference. Pointe Medical Center WALK-IN CLINIC' 598 -1250 9150 Galleria Court • Suite 200 • Naples, FL 34109 (On Airport Road, Just North of Vanderbilt Beach Road) CHARMING SMALL DEVELOPMENT. This attractive 2/2 has screened terrace facing landscaping & pool area.Eat -in kitchen, cathedral ceiling in great room, 1 yr old carpeting thru -out. Quiet location. Feels like a villa, end unit with good light. Popular Berkshire Village is convenient to shopping, schools & beautiful pool & community park. Great price for rarely available unit. Tenant to May 31. $144,500 We Live Here - We Play Here - We Sell Here! Call (2391) 596 -2520 Illustrated Properties o n Visit our office located 3250 Village Walk What is My Gym Su mor Camp? What cja child will Wit? Ckir camp pr gr rr s designed for kids ages 3 - 6 uan g sters c. ngc tx h w e .ShuiYdm + r e r accordngly. . Camps:ers 43 - b? will be divJed into age-appropriate groups.. Kee,, , rgs rr.s number ore ,goa :s vc.r c- d's growth .Em! deYeloprnef t, What cja child will Wit? Ckir camp pr gr rr s designed for kids ages 3 - 6 uan g sters c. ngc tx h w e .ShuiYdm + r e r accordngly. . Camps:ers 43 - b? will be divJed into age-appropriate groups.. 161- iA I?- May 2004 North Naples Journal pop s Alfredo Fernandez Aryln Fernandez Raquel Fernandez Luis Fernandez Fernandez De Bull Cuban Restaurant It isn't the policy of this paper to write restaurant reviews. Actually what follows is more a case of finding an old friend after a long time apart. Many years ago we found Fernandez De Bull Cuban Restaurant on the Trail and spent literally hundreds of lunches and din- ners there. A while ago the restaurant closed its doors, and like sometimes happens we lost track of an old friend. GreatNews! Fernandez De Bull has reappeared convienently located at 1265 Airport Rd in the Estey Plaza. Fernandez De Bull will seat 51 in the dining area with a cozy 11 seat bar. Some things remain the same, dining will include chicken, fish, beef and pork served with beans and rice. The loose pork pressed Cuban sandwiches are still magnificent. Not all Cuban sandwiches in town use loose pork. The difference between loose pork and pressed pork in the sandwich must be experi- enced. The sandwiches them- selves are really pressed not just heated or toasted. Baca Frita has been added (shredded beef with onions, garlic and lemon juice fried on the grill. One of our favorite appetizers is Mariqueta (fried banana's cut very thin lengthwise with olive oil, garlic and parsley). An unforgettable desert is Bunvelo (a pastry with the texture of a donut with anisette sauce). For carb watchers sides can be vegetables or a salad. Paella will be served Monday through Saturday during dinner hours. Fernandez Paella has a little more umph than most, a world class dish. Beer, Sangria and a nice mix of Spanish, Chilean and California wines are avail- able. Hours are lunch 11 am to 2:30 Monday - Saturday: Dinner 5 - 9 Monday through Thursday, 5 - 10 Friday - Saturday. phone 239.659.2996 Fernandez De Bull wants to give their customers what they like. Come reaquaint yourself with an old friend. Grand Opening for Newest Charity Resale Shop Neighborhood Resale Shop, benefit- ing Neighborhood Health Clinic held its grand opening on Saturday May 1 from 9:00 A.M. until 1:00 P.M. The store is located at 951 4th Avenue North. One of the high- lights of our donated items dis- played was a white baby grand play- Neighborhood Resale Shop er piano. The store is accepting donations of gently used furniture, furnishings, accessories and artwork. Donors will receive a donation receipt for tax purposes. For people looking to furnish an apartment or condominium or to find just the right piece to complete your decor, you can find it at A Difference! THE MARWO GROUP Over 20 Years Experience Locally Owned & Operated Park :ngsysie»ts Courteous & Professional Executive Service & Transportation. Jac. Limousine & Personal Protection Services 239 - 596 -5517 regencytrans@aol.com Serving South Florida coast to coast Member Naples Area Chamber Of Commerce Member Bonita Springs Area Chamber Of Commerce License #200306 Neighborhood Health Clinic, locat- ed at 120 Goodlette Road, (just north of Central Avenue on the west side of Goodlette) provides quality medical care to the working, low - income, uninsured adults of Collier County in an atmosphere of dignity and respect by an all volunteer pro- fessional staff. Active physicians and nurses volunteer their time, and hundreds of non - medical volunteers perform administrative duties every- day. The Clinic sees patients on Monday and Thursday afternoons and evenings, and on Saturday morning. Multi- lingual volunteer translators provide assistance where English is not the primary language. There have been nearly 15,000 patient visits to the clinic since its beginning in 1999. On April 12, the Clinic celebrated its 5th anniversary. www.ad- expressions.com ADEXPRESSIONS CUSTOM EMBROIDERY & SCREEN PRINTING Nancy Sustersic PRESIDENT Promotional Items 5767 Shirley Street • Naples, FL 34109 p: 239 - 594 -8990 • f: 239 - 594 -7131 atshirtlady @earthlink.net t T- t AV,- POP 4 North Naples Journal May 2004 Arthur Rubin, E.A. PA MANAGEMENT 101 - ORGANIZE, DELEGATE, MANAGE, AND CONTROL. I. LIST YOUR GOALS AND OBJEC- TIVES II. CONTROL AND ORGANIZE THE PROCESS III. MAINTAIN HIGH PRODUCTIVITY IV. EXERCISE TIME MANAGEMENT PRINCIPLES V. SET UP PROCEDURES FOR QUAL- ITY CONTROL VI. PROFIT MANAGEMENT Once again another tax season has been completed. Over the years we have noticed that some seasons have been more productive and less of a hassle than others. This season was one of the best that we ever experienced. In any business or profession the keys to efficient productivity correlate directly to how well the firm is organized. Prior to tax season we take the following steps: Business and Tax Advisors We make a list of the names of our previ- ous clients, and the records that will be required for the current year, based on the past years. From our experience we are able to prioritize the tasks that must be completed and define in which order the flow of information will be used. This would be similar to a contractor setting up a job cost folder. He or she would set up the procedures required for the estimate, permitting, purchasing and subcontrac- tors. In our profession we call this our current client tax folder. Since many of our clients are business owners, we know beforehand that we must complete their business returns prior to their personal 1040 tax return. Therefore, as we are preparing their business returns, applica- ble schedules are filed in their tax folder. Additional records and items that the client sends to us for the processing of the return are filed into this folder as we receive them. Our goal is to handle a piece of paper as few times as possible and to make sure that the correct records are filed into the correct folder. Many times on a consulting project, we find that a company adds to their losses by making the same common errors over and over; such as, having items delivered to the wrong job site, or requiring their employ- ees to return to the job for something that was not completed. Recently, one client with whom I am consulting and working with on a new project revealed that 60% of his jobs are not completed on time due to poor scheduling, or having the wrong product on the job. The client hired a ser- vice manager, but never set a control in place to make sure that the manager was performing his work responsibly. l d Diana McLaughlin, M.D., F.A.A.P. Board Certified Pediatrician Specializing in Behavioral & Developmental Pediatrics Developmental Testing • Hearing Screening for Infants • In Office Laboratory • Free Infant Care and Parenting Classes • Visitors Welcome KIDS MEDICAL CARE 1750 S.W. Health Pkwy • (239) 591 -8481 (Across from N.D.I.C. North: south side of Immokalee Rc,.) Within the folder, or on our contact data- base system, we make sure that we have a full sheet of mailing labels for each client, as well as a rolodex of their numbers and related contacts. This enables us to quick- ly obtain additional information from them as we need it. If you are one of those people that must look through scraps of paper and piles of paper for a contact name, than 1 strongly urge you to get organized and purchase a contact database program, such as ACT, Outlook or Goldmine. We limit the amount of interruptions that can be placed upon us during tax season by: accepting and returning phone calls only during certain periods of the day; setting up scheduled times for conference calls, especially if we are experiencing phone tag; and by maintaining a closed door policy. We must schedule appointments with our clients and have non - interrupted time in order to prepare the tax returns. Not only does this increase our productivity, but most importantly it reduces the chances of making an error. When I see a client always on his cell phone, I cannot help but wonder if this person is spending most of his day putting out fires rather than plan- ning what is required of himself and his employees. Instead of being proactive he spends his day being reactive. We maintain a check list and we review the returns three times. We also maintain a list of clients who require an extension. I review this list each month until the return is finalized. This check off list acts as another means of quality control for the office, and assists in making sure that the client is not in a penalty position. Over the years I make sure that as the work is performed our time and expenses are tracked and entered into a manage- ment program. In consulting manage- ment, I have found that many companies are at risk for incurring lost sales, as they were too busy to take the time to complete the required paper work at the time the work was performed. How many times have you heard someone say, I bet they will forget to bill us for they were so busy? Whether you do the work yourself, or you hire employees, you must have a means to log in and control the time and expenses incurred on each project. If you were doing a good job for your customers, and if you were to go out of business due to poor management controls, than you have done them, as well as yourself, a disser- vice. When I return from vacation, not only will we concentrate on what was needed from the clients that requested extensions, but we will be scheduling tax planning appointments over the summer in order to plan on how we can save our clients on their 2004 taxes. Arthur Rubin, EA. PA. Business and Tax Advisors 10001 Tamiami Trail North Naples, FL 34108 239 - 430 -9400 info @ businessadvisors.biz Mr. Rubin is a Business Consultant, Fraud Examiner and Enrolled Agent specializing in Small Businesses. He is Licensed To Practice Before The IRS throughout the United States and represents both Individuals and Companies. 444&ble �r t �M All kinds of loans available. Competitive rates, flexible terms, streamlined approval process. Call Jerry McLaughlin today: (239) 597 -2626 �i or (866) 349 -3588. Jerry McLaughlin, TIB Residential Mortgage Specialist Your Financial Centers www.dbbank.com NASDAQTIBB May 2004 North Naples Journal page 5 Kathleen Curatolo School Board, District 2 Education In Collier County Corporate - school partnerships are a win -win opportunity both for schools and corporations! They provide sub- stantive connections to help enhance and improve student learning. At our April "Town Hall" meeting, Collier Enterprises announced a part- nership with Lake Trafford Elementary School and the Florida Department of Education through the "Partnership to Advance School Success." Collier Enterprises and the Department of Education will each provide substantial human and financial resources to the school over the next three years. This comprehensive partnership will build upon current school improvement initiatives at Lake Trafford while bring- ing in a fresh perspective, new resources and innovative practices. Irma Miller (Principal at LTE) was con- gratulated for her efforts in securing this partnership. The school board expressed gratitude to Collier Enterprises for their commitment to our students through this exemplary part- nership initiative! After review and recommendation by our Construction Oversight and Review Committee, members voted unani- mously to accept proposed minor /annual contracts for design /pro- fessional and construction services based on American Institute of Architects (A.LA) forms. These stan- dardized contracts will be used for upcoming capital improvement pro- jects and construction contracts. In other business, the school board postponed voting on an application by the Richard Milburn Academy of Florida, Inc. to start a charter school for at -risk students in Collier County. The application request will be voted on at our next meeting. Finally, board members participated in the last in our series of master board workshops entitled "Creating Meaningful Change" based upon the work of Peter Senge. The leadership framework included discussion on our governance role in developing the vision, structure, accountability and advocacy for student - centered learning. Community input is always welcome and encouraged. Please feel free to email me at curatoka @collier.kl2.fl.us if you have questions on these or other school district matters. WE CAN HELP! Call Pearl Malarney Smith, P. C. If you have lost $250,000 or more, the investor attorneys at Pearl Malarney Smith encourage you to arrange a no- charge consultation to determine whether your financial misfortunes were the result of market volatility or broker misdeeds, including: • Irresponsible Recommendations • Unsuitable Investments • Unauthorized Trading • Misrepresentations • Failure to Execute Orders • Excessive Trading (Churning) • Excessive Commissions • Margin /Option Trading Violations DON'T SUFFER QUIETLY. AND DON'T BLAME YOURSELF. Call the investor attorneys at PEARL MALARNEY SMITH, P.C. Our mission is to recover losses and restore lives. (239) 659 -1005 (119 Fifth .1lrnuc S. Suiic 21 T NaI,ICs, hloIida j4102 infoOlinvestoratcurnces.coil) Uffirc< in Nnl,1c,, FG,ridia and Ro,�iieurr, Nen Park The hiring of a law'cr is an imporcutt decision that shuulcl not he based solely upon advertisements. Before you decide, ask us ro send You free written information about our qualifications and experience. Twice the Availability. Twice the Service. Twice the Expertise. ...and FIVE great new listings! T. I 1380 Marlin Dc a 29013 Alessandrla Circle, 3790 Ascot Bend Ct., Royal Harbor San Remo at Palmlra Ascot at Pellcan Landing Fabulous opportunity for waterfront property. Super Super attached Divosta Villa home with 2 Stunning pie shaped lot at the end of a cul -de- floorplan with southern exposure 5 houses from bedrooms, 2 baths. Enjoy immediate sac on one of Pelican Landing's largest Naples Bay. 3 bdrms, 2 full baths, huge laundry occupancy in this brand new home in this "sold preserves. Gorgeous and meticulous home room, 2 car garage, separate family room, updated out" community! Clean and white and quality loaded with upgrades and over 3400 sq. ft. 4 kitchen, solar heated pool, dock with lift and more! built! $233,000 and very low fees. bedrooms, 4 baths including separate guest $835,000 cabana, and open floor plan. $674,000 y d� j .�. Dave & Ann Renner, Premier Properties :l ( Go to Renners2.com to 2408 Mill Creek Lane, 8101, 9048 Whimbrel Watch Lane #202, see our listings and Huntington Lakes Osprey Pointe at Pelican Marsh thousands of others! Gorgeous wide lake view in the heart of this Huge 2nd floor coach home with every upgrade super community! 3 bedroms. 2 baths and you could want! Over 2700 square feet with 3 absolutely meticulous care and condition! large bedrooms, 3 baths, den, home office and Lovely white kitchen with raised panel beautiful decor! Beautiful tile, moldings, butler's cabinetry and tiled floors, hurricane shutters, pantry, tiled lanai, solid surface counters. 2 car garage and more! $184,900 garage., and more! $499,000 PREMIER PROPERTIES OF SOLfniWFST F10RIOA, IN('.• REALTORSa Office: 659 -0099 Ext. 4015 Toll Free: 800 - 497 -4365 Home Office & Fax: 592 -5552 • Cell: 784 -5552 /6.7 /AI L Pipe 0 North Naples Journal May 2004 "WHO'S WHO AMONG STUDENTS IN AMERICAN UNIVERSITIES AND COLLEGES" NAMES INTERNATIONAL COLLEGE STUDENTS The 2004 edition of "Who's Who Among Students in American Universities and Colleges" includes students from International College. The publication lists students from around the nation, the District of Columbia and several foreign coun- tries who are considered outstand- ing campus leaders. Students are nominated by campus nominating committees and selected on the basis of their academic achieve- ment, service to the community, leadership in extracurricular activi- ties and potential for continued suc- cess. Outstanding students have LICENSED OA CUSTOM been honored in the annual directo- ry since it was first published in 1934. International College students named to "Who's Who" are: UNDERGRADUATE HONOREES • Helen Einer, Management, North Naples • Beatrix Finta, Business Administration, North Naples • Ray Higdon, Computer Information Technology, North Naples • Suzanne Ponicsan, Legal Studies, North Naples • Debra Young, Interdisciplinary Studies, North Naples CABII`iET DOC Inc INSURED CABINETRY Relaminate • Remodel • Countertops www.cabinetdoctornet 5795 Washington Street Jesus Gonzalez Naales, Florida 34109-1929 Tel /Fax (239) 591 -0299 HEALTH INSURANCE For Individuals, Families and Small Business Owners • Your choice of doctors and hospitals • 24 -hour, worldwide emergency coverage • Coverage can be individually tailored • Designed for tight budgets • You cannot be singled out for rate increase or cancellation • You can take your coverage with you regardless of your job situation Underwritten by Mid West National Life Insurance Company of Tennessee Endorsed by: For more information Call. Ronald L Cerritelli • 907 -9953 Licensed Insurance Agent * Group Policy form # MW- 5906 -C is underwritten by Mid -West National Life Insurance Company or Tenn. Home Office: Oklahoma City, OK. For details, including any exclusions or limitations, contact the Insurance agent or insurance company. +Limited to the first 30 days of travel outside the Us or Canada per each Injury or Sickness. M W /FL0057 Baby Barrier Pool Fence Company of Collier County The original removable swimming pool safety fence * Meets all Collier County codes * Free estimates- Residential and Contractors * Insured, professional installers 239 - 287 -1433 Available 7 days a week Keeping kids safer since 1963 (We appreciate your business) Mon - Fri 10 -6 Sat 10 -4 • bporbs Weir • Casual Weir • Formal Weir ProC)Ont Thj,,c,) Coupon and Koccjvo On An 1 % Purch SO OF $100 Or NOre 011fcf E. ypiro,, b/15/04 5400 Taylor Rd • Naples 566 -3242 (Located off Pine Ridge Rd.) VISA • MASTERCARD • DISCOVER Toll Free 1- 800 -267 -7857 The Greater Ndples Chamber of Lommerce Spring Gold Outing The Annual Outing Golf Tournament is May 18th at Naples Grande, with a shotgun start at 1:30pm. Take the afternoon off to enjoy hitting the links with co- workers and fellow Chamber members and business representatives. For only $125 (gratuities included) per Chamber member golfer, you not only get to play on one of Naples' most beautiful courses, but you can quench your thirst with beverages on the course and a social after the tournament. A wide array of sponsorship opportunities are available at the tournament, starting from $125. All golfers will receive a "Goodie Bag ". Promoting your business on one of these items is a great way to advertise your business. Offering your business' goods or services as a prize for one of our many raffles is also a wonderful opportunity to get your name out to our members. Contact the Chamber at 262 -6376 for more information on how to market your business at the Annual Outing. Contact the Chamber today to register or go online at www.napleschamberorg! 1 lb Z J A lz May 2004 North Naples Journal Pop Vanderbilt Beach Rd Walgreens - >� Fountain � NI Park W +E a S (.SW Corner of Vanderbilt & Airport Roads) -Cot us accossorizo your Nome ... Stop in to select what you like from out vast selection of home decor and realistic florals. We'll bring the accessories to your home AT NO CHARGE. Whether it's a trouble spot or the whole house, we'll arrange your selections to artfully blend in with your possessions. Pay for only what you keep. E: Relax, It's over! ORR7935 Airport Rd. N., Naples 596 -2383 �v Opening Early Summer 2004 Troy Soon* iOitaAbD$* a 0 1'" 7941 Airport-Polling Rc+ndt Naples, FkriOa 84109 veL 230.5116. #%x 22$.5"AM 1: Be sure to wear protection from the SUN! GONE FISHING ?? Check our the patented Air /X system from HooKRTACKLE Atially. it 5 the rays the sun that arc C! most harmful to glers. Which is iy we invented our e of Air /X apparel )ven with Nyi_ite rich provides an the highest possible rating.The Air /XT system is a self - ventilated design that removes hot moist air and welcomes in cool fresh air. What's more, our NyLiteT fabric is quick drying, stain resistant, and as soft as it is durable. Shirt available in men's and ladies sizes in assorted colors hat in sand one size. BEACHBOUND ?? Protect yourself from harmful UVA and UVB rays with SO "R Fi V E11; Solarveil is thc orlky Patcnlcd, omen knit, totally breathable sun protection apparel on the market. It blocks up to 9h4s, of the Sun s harmful UVA and I JVB rays while keeping you cooler and more comfortable. The "Big Shirt" style cover up is great for the beach or lounging around the pool. ' 51 F4 Our Sport hat has a longer I bill for extra face protection. If you stroll on the beach. go on a boat, like to walk or spend any time on your feet slip- resistant non marking CROCS are the most comfortable shoes you will ever wear!! Their insole is designed with a built in Arch Support orthotic heel cup and circulation enhancing ridged footbed for maximum comfort for hours! The unique toe box ventilation keeps feet cool and comfortable yet allows water and sand to pass through even when at the beach or fishing!! labx4,; 001logr g2nrr&rjnA4iki mArsrr COLLIER COUNTY AUDUBON SOCIETY'S EDUCATION COMMITTEE ANNOUNCES Congratulations to Kelly Ducham, a Corkscrew Middle school science teacher, and Cynthia Piper, a Collier County Par Ranger, this year's award recipients. Expenses to attend an Educators Workshop at the Hog Island, Maine Audubon facility July 11 -17, 2004 and a travel allowance will be provided by our local Collier County Audubon Society. The techniques learned will directly benefit Collier County students and our environment. Kelly Ducham is a sixth grade sci- WINNERS OF ITS SCHOLARSHIP AWARDS ence teacher at Corkscrew Middle School, Collier County Schools. This school year she took the Science Club to CREW for an outdoor adventure, hiking, dip- netting, and trudging through the swamp as they experienced the relationship of different habitats while learning about the aquifer Continuously seeking innovative oppor- tunities for learning she piloted a new middle school program at Corkscrew Swamp Sanctuary with emphasis on water and wetlands. Kelly teaches nec- essary preparation for science projects while coordinating the Science Fair at her school. Her students enjoy lots of hands -on labs with solid science match- ing Sunshine State Standards. Students will be the beneficiaries of Kelly's experience in Maine. Cynthia Piper is an enthusiastic Collier County Park Ranger with Collier County Parks and Recreation. She is a native Floridian whose love of the outdoors is evidenced as she helps children and adults understand the deli- cate balance of people and nature through dynamic interpretive programs at local parks. She enjoys hands -on involvement in butterfly gardening while organizing and executing appeal- ing displays to educate park visitors. She believes the Hog Island experience will assist her in developing superior interpretive techniques for conveying the message of relationships with recre- ation, park managernent, and the fragile Collier County natural community. Pop g North Naples Journal May 2004 S T 0 P Gambling with your Financial Future... Ill` 9' ti i9ny Silhouettes is dedicated to the enhancement of... body, mind & spirit. Our professional technicians will always strive to provide the latest in ... hair, nail, skin care & body treatments. From head to toe, it is our goal to maintain excellence in our service, creating the finest style to match the individual profile. efPK� OJEP "0 A Full Service Salon Facial & Body Wellness Center (239) 598 -3126 - (888) 324 -6834 2240 Vanderbilt Beach Road, Naples - www. silhouettes- themakeoverplace.com REASONSto have Financial Advisory Consultants LLC on your team - Accredited & Certified Advisors • Institutional Management* ® Fee Only Advice Revolutionary Wealth Management Tools - Life & Wealth Planning *Tax Planning Strategies Registered Investment Advisory Firm ............ FINANCIAL a �� with a i t ADVISORY Financial Advisory CONSULTANTS Consultants was voted L L C the Number I Financial all ¢ =t. I LIZ .c, �! 1 = =Ic°. Planning Firm in "ic1 Je e y, a dt°L'am� Naples in 2004 according to the Naples Daily News Pole. FAC utilizes world class asset managers not asailable through most retail firms and brokerage houses Securities Offered through MONY Securities Copr (MSC) 1740 Broadway New York, NY 10019 800.736.0166 Member NASD /S1PC Financial Advisory Consultants. LLC is not an affiliate or subsidiary of MSC May 2004 North Naples Journal V ft—' .04 04 t"I 'ITY Mareh Winner: Jennifer Urness April Winner: Carolyn Moser Pace 0 Speeial Events for May: Come to Flamboyant Boutique Saturday, May 8th, 15th and 22nd for modeling of the newest spring fashions & beauty techniques to step into spring. C�5p4bmb&v"t BOUTIQUE Stop by Ulmage or Flamboyant Boutique and fill out an entry form for our drawing. Includes spa manicure, pedicure, new hairstyle designed specifically your features and lifestyle. You will have a consultation with a fashion consultant at Flamboyant Boutique & use your $100 gift certificate! New makeup look with a Bobbie Brown representative. Luxury Professional Suites at the Galleria in Naples! s �r Class "A" Office Space and Executive Suites 100 sq. ft - 5,000 sq. ft. Available • Secretarial & Receptionist Services • 24 Hour Access • Janitorial Services • State of the Art Conference Room • High Speed Internet Access µ Contact Andy D'Jamoos @ ext 224 for office space 950 sq. ft. & larger m Contact Lori Conrad@ ext 226 t for executive suite office space N Located at 9130 Galleria Court (across from Tiburon on Airport Rd. in N. Naples) (239) 596 -2733 Website: www.jedflorida.com I— *COLLMRCOUNTY EMERGENCY MANAGEMENT Hurricane Seminar Schedule - 2004 May 27 at Lely HS June 3 at Mackel Park (MI) June 17 at Gulf Coast HS July 7 at the Phil July 21 at the MLK School Admin Center All seminars start at 7:00 pm For more information contact Jim Von Rinteln 239 -774 - 8999 Papa 10 North Naples Journal May 2004 YMCA SUMMER CAMP ADDS NEW C Y Member The YMCA of Collier County has added many exciting new options to its summer camp offer- ings for its Super Summer 2004. Children ages 8 -14 can choose from full day specialty camps like cheerleading, dance, tumbling, environmental edu- cation, swimming and diving and junior life,uard. The YMCA is also offering half day sports specific camps like rock climbing, soccer, football, bas- ketball and all sport. HOICES FOR FUN Registration Going on Now Full day specialty and half day sports camps have limited enrollment and are offered for one to two weeks during the summer. Cost for specialty and sports specific camps ranges from $75 -$135 per week for members and $95 -$155 for non - members. Before and after camp care can also be purchased. The classic YMCA summer camp is also available in weekly sessions from May 26 - August 13 for children ages 6- 13 with activities like swimming, arts and crafts, canoeing and field trips. Classic summer day camp is $120 per week for members and $150 per week for non- members. Teens ages 13 -15 interested in learn- ing the skills needed to become a camp counselor can si«n -up for the new Leaders ht Training Camp from June I through August 13. Cost is S95 per week for Y members and S 130 per week for non - members. The YMCA is also offering a special Junior Tennis camp from June 7- August 6 and a S p o r t s Enhancement Camp to improve the strength and flexibility of ath- letes from July 12 through July 29. YMCA mem- ber registration for all camp opportunities is going on now and non - member regis- tration begins April 17. The YMCA is hosting a Day Camp Open House on Saturday. May 1 from 10 a.m. - 12 p.m. Parents can meet the camp staff and those who register at the Open House will receive a free camp T- shirt. Parent Orientation sessions will be held on May 20 from 7 -8 p.m. and May 22 from 9 -10 a.m. for parents to learn more about camp and meet the counselors who will be working with the campers. Financial assistance is available for all camp sessions and applications are avail- able at the YMCA. YMCA camp coun- selors are trained and certified in CPR and First Aid and receive background screenings and specialized camp training. Camp brochures listing the exact dates, times and costs for each camp are available at the YMCA located at 5450 YMCA Road in Naples or online at ��w °w.ymcan tplcs or` . The YS'[CA is a not -for- profit orgtniration \�ith I mi"sion to help people ill "pil i!. mind and bodv. The -Spot Mobile" Det sft fix Michael Schutt 'Mobile Unit Self - Sufficient with Water & Power Offering: • Beauty Treatment • De- Grease Let on The spat care far vour rehicle in a Engine • Interior Shampoo • Buff, Glaze & personal manner! Wax Paint • Clean & Condition Leather Meekly • Bi- Weekly • Monthly • Windows, Interior & Exterior Service for Enthusiasts • Complete Reconditioning • Spiff -Up Packages: Wash, Vacuum, Clean `Floor Mats, Windows, Inside & Out, Tires Dressed Gift Certificates Available � 4 Window Tinting & Paintless Dent' RemovalArailahle upon Reocest Official Sponsor Ferrari Club of North America S \V' Florida Br rnrl, . Let us have the opportunity to earn your confidence. There are almost 200 places in Naples that offer car repairs. A handful are a good choice... the rest are not. They either don't have the trained technicians, the technology, or the integrity. The integrity factor comes into play if you're not a well informed consumer. You see. cars aren't like they used to be. They're equipped with thousands of dollars worth of computers, miles of wires, and tech manuals that will keep you from a round of golf for a couple of years. Unless you understand the concept of distributorless ignition, computerized fuel injection, or programmable computer memory, you have to rely on someone who does. CAN YOU REALLY TELL WHO KNOWS THEIR STUFF? For certain. don't rely on the shop that advertises unrealistic prices. Quality shops use quality parts and charge fair prices... we have to, it's the only way to get satisfied repeat customers. RICK'S AUTOMOTIVE Serving North Naples Do you really think you can get a $59.95 brake job? Unfortunately... when it comes to auto repairs, many people base their decisions solely on advertised prices! More often than not, the advertised price like $59.95 Brake Jobs and 529.95 alignments are designed to get you in the door, it's not the price you're going to pay! If a relationship starts out with a lie, it won't get any better. 6 Reasons To Call Rick's... 1. We'll fix only what is necessary. We won't pressure you into getting additional work done. 2. All new parts and labor is guaranteed with a 12 month /12,000 Mile warranty (Longer if specified by manufacturer) 3. We use the latest in diagnostic equipment to make sure your problem is fixed right! 4. If you have to leave your car, we'll take you home or to work, because we want the experience to be as convenient as possible for you. 5.You can talk directly with the technician who works on your car. 6. Most repairs completed same day with appointment. MEMBER 2225 J & C Blvd 592 -0511 >, a J & C Blvd. o a Pine Ride Rd 16� MIL M,y 2004 North Naples Journal pps i i A private golf club equity membership for $5,000? YOU BET! Ask about our installment plans. 11719 Quail Village Way {just cast of Hwy_ 75 off Immoicalce Rd_) (239) 566 -7564 GANG from Page 1 opportunity. CCSO and Sheriff Hunter's focused zero tolerance approach is dedicated to reducing crime through the identifying criminals who fall into the small percentage. This means career criminals, street gangs and any other individual involved in crime on a regular basis. Once identi- fied it is the mission of CCSO and specifically the Street Gang Unit to investigate and prosecute these criminals to the full extent of the law. Furthermore, by maintaining this zero tolerance approach towards gang members a very strong message is deliv- ered, that our community will not tolerate their activities nor do we choose to live in fear. The CCSO tries to ensure that all Collier County citizens have a safe place to live, work and play. There are currently 52 certified Deputies identified as gang liaisons. As part of their role they have received basic and advanced training and then serve as the first line of recognition. Regular intel- ligence briefings are held with these Deputies plus the latest trends and information. Gang activity is county wide. Communities who take a passive stance to aggressive behaviors in their neighborhoods have the most gang activity. Deputies spend the most time in East Naples, Golden Gate and Immokalee. There are regular patrols in North Naples because of the 3 access corridors, which are I -75, U.S. 41 and Livingston Road. In addition to maintaining a safe environment, a priority for the CCSO is education. Unit members provide an average of 5 presentations a week to schools, parent- teacher groups and the interested parties within the com- munity. Benjamin Marlin Superintendent, Collier CountY public Schools DID YOU KNOW... I am pleased to have this monthly opportunity to bring you up to date about some of the activities and events that are happening in our Collier County Public Schools and the school district. * The district recently conducted a very successful teacher Recruitment Fair. We welcomed 490 prospective teachers and we have hired 120 of them so far. We intend to hire as many as 300 teachers before the 2004 -2005 school year begins on August 16th. * Our Summer Intensive Reading Support Program is scheduled for July 6- August 3 for Grades 2 -5. The High School Summer FCAT Prep Program will be held June 8 -18 for juniors and seniors who have previ- ously failed the Grade 10 FLAT. To learn more, please call the Summer School Office at 377 -1060. * Congratulations to students and staff, and former students and former staff who celebrated Poinciana Elementary School's 30th Anniversary on April 24th. You will A graffiti abatement program has been in effect for a number of years here in Collier County. When notified that gang activity or graffiti the Gang Unit will respond quickly, within 24 hours has affected an area, making every effort to remove or paint over the destruction. Kids on pro- bation along with the Investigators themselves cover up the graffiti so it doesn't entice additional destruction or other gangs to copy cat the behavior. Deputies clearly don't object to this quick response since it is proactive and discourages more aggression. recall that Naples Park Elementary also celebrated 30 years of service to the community this year. * A reminder: High School seniors will graduate on May 21 st and the final day of school for all other stu- dents is May 25th. * For those of you who are interested in our construction program, you may want to attend the School Board's annual Capital Workshop at 1:00 p.m. on Thursday, May 20th. Our 5/10/20 year Capital Outlay Plan will be discussed at that meeting. * For those interested in our budget- ing process, the School Board's third Budget Workshop is scheduled to be held at 3:30 p.m. on Thursday, May 27th. The budgeting process will continue into the summer and fall with another Budget Workshop planned for June 24th, a Tentative Budget Hearing planned for August 3rd, and the Final Budget Hearing on September 16th. All of these meetings will be held at the Dr. Martin Luther King, Jr. Administrative Center. Ben Marlin The Gang Unit is under the over- all command of Captain Tom Davis with immediate supervi- sion from Lieutenant John Rossi. Sergeant Rich Hampton is the street gang coordinator, Anthony DiSarro is senior investigator. Other investigators assisting in this important work are Doug Fowler, Fletch Fuller, Tom Sweeny, and Jeff Gregor. Carrie Carlton serves as the senior crime analyst and Angelita Amey is sig- nificant in keeping the depart- ment organized. For more infor- mation or to find out how you can help call (239)793 -9486. STREET GANG UNIT 1997 1998 1999 2000 2001 2002 New Gangs Identified 10 14 11 3 2 2 Gang Members /Associates Documented 325 292 210 122 69 93 Gang Members/Associates Arrested 197 312 627 769 669 643 Gang - related Shootings 16 19 9 2 7 2 Field Interviews of Known/Suspected Members 676 710 689 489 309 222 Graffiti Incidents Investigated 135 115 62 76 65 76 Presentations & Training Conducted 125 80 105 51 53 34 Interviews 120 143 140 147 152 174 Reports Written 190 165 128 218 180 133 Court Appearances 37 62 91 147 70 91 School Visits 56 141 157 522 377 400 Gang Intelligence Meetings 72 44 52 58 25 37 PaP 12 North Naples Journal I May 2004 CEREMONIAL GROUNDBREAKING HELD FOR NCH NORTH COLLIER EXPANSION NAPLES, FL, April 30, 2004 — Today, NCH Healthcare System held a ceremo- nial groundbreaking on the site desig- nated for a planned 21 st Century six - story patient tower on the NCH North Collier Campus. When completed in 2005, the facility will add 140 patient beds, spacious private rooms, and will be wired for the latest high tech capa- bilities. The event was attended by NCH trustees, dignitaries and those donating lead gifts to the private phase of a capi- tal campaign being conducted by NCH. The capital campaign, entitled "For All of Us," has a goal of $35 million to con- struct the new building, expand patient treatment capabilities and connect tech- nological systems throughout the NCH Healthcare System. To date, $15 mil- lion has been raised. Fred Pezeshkan and Stephen Schwartz, co- chairs for the Capital Campaign, were pleased to announce that Mr. and Mrs. Jay Baker have donat- ed the lead gift of $5 million, and that, in recognition of their generosity, the ' The treater Naples (hamber of (ommer(e Firefighter Jason Gunkel, Lieutenant Bill Rule and Lieutenant Mike Sullivan were des- ignated as the inaugural winners of The Collier County Distinguished Public Service Award, a distinction conferred upon outstand- ing professionals working in law enforcement, fire safety and emergency medical services conceived through a partnership between The Greater Naples Chamber of Commerce, Naples Daily News, Comcast, and Sprint Communications. David Webb, Naples and Ft. Myers Market President and CEO of First National Bank, served as chairman of the initiative which is expected to be presented annually. "Since September 11, 2001, the world has come to realize just how courageous and crit- ically important the men and women of these agencies are." says Webb. "Our goal was to honor those who have honored our community through their response to crisis and commitment to our security." Jason Gunkel is an inspector and firefight- er with Golden Gate Fire Control and Rescue District. Among Gunkel's credits is establishing the district's Juvenile Firesetter Program in 2001. The initiative is designed to teach children, as well as teenagers who have been arrested for arson, about the dangers of their actions. In that it boasts a 99 percent success rate, the program has caught the attention of other new Patient Tower at NCH North Collier Hospital will be dedicated in their name. Proceeds from the 2004 Hospital Ball, scheduled for Saturday, November 13, also will support the capital campaign. Proceeds will go to the new Peripheral Vascular Disease Suite which will make it possible to treat patients with devas- tating circulation diseases —often from Diabetes —to have blockages in their arteries treated without surgery. Other capital campaign components include: a Healthy Aging Center; 64- slice CT Scanners at both hospitals for virtual (non invasive) colonoscopy and heart scans; CyberKnife® at NCH Naples Hospital to treat formerly inop- erable tumors and lesions with no anes- thesia, incisions or recovery time, and a specially designed, expanded Pediatric Center to complement the Birth Place at NCH North Collier Hospital. By trans- ferring beds from the downtown cam- pus to North Collier, NCH also will provide more private rooms for all of its patients at both locations. "A successful capital campaign will allow us to continue to redefine how 21st century progressive medicine and gracious care are delivered to residents of Southwest Florida," noted NCH Chief Executive Officer Edward Morton. NCH Healthcare System is ranked among the top five percent of hospitals in the United States, and best in the region for Overall Cardiac Services, Heart Care and Cardiac Interventions. In addition, the NCH Regional Cancer Institute is now aligned with the presti- gious Duke University Comprehensive Cancer Center. "NCH plans call for the continued transformation of NCH Naples and NCH North Collier hospitals in order to provide a healthcare system that rivals any in America," said Morton. Chamber Honors Winners of Distinguished Public Service Awards fire district officials and Gunkel is currently engaged in implementing the program in those areas. The program has been so successful that the State Attorney's office has recommended it as an alternative sentence in lieu of prosecu- tion in several cases. "Inspector Gunkle's dedication extends beyond the boundaries of Golden Gate and into the homes of every resident in Collier County," wrote Fire Chief Donald Peterson in a letter of nomination. "Most importantly. the exceptional success rate of the Juvenile Firesetter Program clearly shows that one man can make a difference." Chief Peterson further noted. Lt. Bill Rule has worked with the Collier County Sheriff's Office for 17 years and addi- tionally serves on the Board of Seniors and Law Enforcement Together, as well as the Elder Protection Task Force. As Victims Service Bureau Supervisor, his duties encompass the Domestic Violence Investigative Unit, the Victim/Witness Assistance Section, and the Senior Services Unit. Among Rule's credits, as noted in a letter of nomination by Victim Advocate Tiffany White, is creating the first Committee for Human Trafficking which identifies issues related to human slavery and smuggling. In addition to consulting with the FBI, and legislators, Rule has been chosen to speak on the subject at a regional meeting of -� the United Nations. r t Reg Buxton with EMS Paramedic Mike Sullivan Partnering with the Tourist Development Council, Lt. Rule was also instrumental in establishing a Tourist Assistance Program which provides vouchers for lodging, food. medicine, and other needs, in cases where tourists have had the misfor- tune of being robbed. Lt. Rule was especially praised for secur- ing federal funding (more than $2 million) in grants designed to assist victims of crime. "Without Lt. Rule's dedication and innova- tion, these funds would not be available to benefit our community," noted White. Elected by his peers as EMS Paramedic of the Year in 2000, Lt. Mike Sullivan has worked for Collier County since 1992. He began his career by fulfilling responsi- bilities related to patient transport and deliv- ery of supplies to EMS stations throughout the county. While attending to duties at work and sup- porting a family, Lt. Sullivan enrolled in class- es and graduated to become a county certified paramedic. Beyond serving on the Special Operations Division and task force for hazardous materi- als and weapons of mass destruction response, Lt. Sullivan additionally teaches Advanced Cardiac Support in classes throughout the region, as well as First Aid to Cub Scout groups. He has been recognized with 9 separate Phoenix Awards, an honor reserved solely for paramedics who have successfully returned patients back to life though clinically deceased a distinction that Battalion Chief Steve Rockey noted in the nom- ination letter as "truly remarkable." The award winners were officially recognized at the April 21 session of Wake -Up Naples, The GNCC's monthly breakfast and business forum. April 21 was officially recognized as Distinguished Public Service Awards Day fol- lowing proclamations enacted by both The City of Naples and Collier County Government. The GNCC recognizes the following com- mittee members for working so diligently to bring recognition to these outstanding, public service professionals. • Jeff Albritten, Edison Community College • Kim Anderson, Oswald Trippe & Company • Richard Barry, First Security Services (retired) • Brenda Borchardt, Greater Naples Chamber • Bud Brunker, Sprint Communications • Bob Burdick. Naples Daily News • Reg Buxton, North Naples Journal • Charlie Connolly, NYPD, Merrill Lynch (retired) • Fran Haas, Republic Bank of Florida • Ray Humphrey, Humphrey & Company • Dan Jacoby, Naples Daily News • Ellie Krier, Executive Support Services • Christian Mogelvang, M.D. • Guy Naccarato, Marketing Consultant • Dr. Fred Nerone, International College • Jill Ciccarelli- Rapps, Ciccarelli Advisory Services • Mike Reagen, Greater Naples Chamber • Bill Schiller, Greater Naples Chamber • Lynn Schneider, Greater Naples Chamber • Kim Sullivan, Comcast • David Webb, First National Bank of Florida Committee members with Lt. Bill Rule Firefighter Jason Gunkel accepts award from Committee Member Jeff Albritten May 2004 North Naples Journal REDUCING FAT PAPER TO ORGANIZE YOUR LIFE OR HOME BUSINESS Help is now available to end the chaos in your home office or home business. Bree Najjar, owner of Fat Paper Management can help orga- nize your office space and create custom designed filing systems for all your needs that really work. Do you suffer from fear of filing? If you do file it away then you never seem to remember where to look for that important document or record. So then you end up with stacks of paper adding to the clutter and it still takes too long to find anything causing more stress and frustration. That's because the filing system is incomplete and not set up correctly for your personal needs. Then there's that dread of purging files that are now stuffed so full. And what do you throw out? If you can't find or file papers easily, have you thought about your loved ones having to sort things out in an emer- gency situation? And then there's the anxiety of tax time! You just need to learn how to file properly and with a customized filing system this is done easily. Is your office setup efficient and ergonomically correct in order to avoid unnecessary strain and energy drain? Do you dream of an office space that looks and feels as nice as the rest of your home, but instead you shut the door when anyone vis- its? There are simple solutions that will resolve the mess, stress and strain. Poor paper management costs you precious time, energy and money. In a short time, with the help of a professional Home Office Organizer, it can be possible to: * Eliminate clutter and maximize your work space. * Find or file any important paper, record or document quickly. • Purge files quickly and easily. • Pay bills on time and avoid late fees with a simple system. * Create more time and increase productivity. * Let your loved ones be prepared for any event. • Relieve eye and back strain. • Enjoy your home office space! Some clients have even expressed they are now sleeping better at night. With professional help avail- able, it means you can stop worry- ing about the chaos and the lack of motivation to organize. You will still need to participate in the process, but now Bree can make the job much easier and faster. Getting the job done and putting you back in control can simplify your life per- manently. For more information call Bree at Fat Paper Management at 592 -0352. Mr. Showerpoor Awards Bill Daubman, a principal with the local Mr. Showerpoor franchise, recently took a cue from Donald Trump's program The Apprentice by challenging area high school students to create a 30- second tele- vision commercial touting products avail- able from Mr. Showerpoor. The winning participants not only received cash prizes, but the coveted opportunity to have their commercial air during the season finale of The Apprentice on NBC -2. The students were given 17 days to write the necessary scripts, assemble casts, produce and edit the footage, and all without professional assistance. Entries were viewed at the Collier County School Board's meeting room at The Martin Luther King Jr. Administrative Center before a live audience and judged by a panel that included staff from Mr. Showerpoor, television newsreporter Patrick Tanney, and The Greater Naples Chamber of Commerce Communications Manager Bill Schiller. "The Chamber's essential role is build- ing partnerships that strengthen area busi- ness and our community," said Schiller. "The Chamber views partnerships such as this, between business and education, as an investment in the future because it helps to better equip those who will serve as tomorrow's business leaders. In fact, everyone is a winner because of the expe- rience they've gained from participating in this endeavor," Schiller added. In the final analysis however, there could only be one grand prize winner and that distinction was claimed by Lely High School Student Kyle Leonard. Leonard's commercial began with music playing as a list of famous names, such as Mel Gibson, flashed upon a dark screen. The names were followed by a simple ques- tion: "What do these people all have in common ?" The answer followed in the next scene as Bill Daubman spoke of Mr. Showerpoor and the company's history of servicing clients with quality products. Leonard won $1,000.00 for the com- mercial which Daubman claimed could rival much of what he's seen produced professionally. Nadine Avola and Heili Basham of Naples High School won $500 for their entry which ranked in second place. St. John Neumann High School Student Lisa Bertolli claimed $250 for third place. Daubman says his company was so impressed by the participation from stu- dents that the company plans to make the contest an annual event, thus ensuring more commercials. No plans, as yet, for Mr. Showerpoor The Movie. /(0 -Z 1A11- Pape 18 9z yoyawc, waccicLItIce & mile ,Wotic la lm� _12 ! �,atc�aL 5655 C��i 934d Y&r,l ca &&W61/ 4 yo" J 239.597.4355 Most Insurance Accepted Grand Opening! T R U L U C K'S SEAFOOD • STEAK • CRAB HOUSE Truluck's is Thrilled to be Open in Naples. We are so committed to fresh crab, we own our own fisheries — right down the road on The Isle of Capri. We update out menu each week with the freshest seafood available, and we also offer up to one - hundred wines by the glass and the bottle. A few other things tKit make us unique: Complimentary Valet parking Nightly Entertainment in our Piano Bar Open Seven Nights A Week Bar Opens Each Day at 4:00 pm Dining at 5: 00 pm We Honor Reservations 239 530 3131 698 Fourth Avenue south (at Seventh Street South) www.trulucks.com rZ /0Z 141Z. Pape 14 North Naples Journal May 2004 Jim Mudd A Chat with your County Manager By Jim Mudd Welcome to our monthly chat. I would like to focus this month on the Transportation Services Division and share with you the many positive projects and initia- tives under way. There are cur- rently four projects under con- struction and four more sched- uled to start construction this year. In addition we have other projects in the works that aren't dealing simply with concrete and asphalt but with beautification of the roadways and protection of the waterways. The Goodlette -Frank Road Widening Improvement Project from Pine Ridge Road to Vanderbilt Beach Road is sched- uled to be completed in the first quarter of 2005. Two new travel lanes are finished and traffic has been switched to travel on the newly built lanes in order for crews to build the remaining trav- el lanes. Intermittent lane clo- sures will continue on Pine Ridge Road for the next few weeks while work is completed on the intersection improvements. This job contains a great deal of under- ground utility and stormwater drainage work and is not a simple road widening project. Normally, when a road is deter- mined to need widening, water, sewer and other utilities. (such as phone, cable and electric power) tend to take the opportunity to upgrade their services, including pipe sizes and conduits. These upgrades all take time when added to the road widening improvement project. Safety continues to be a major concern in construction zones, and drivers in this area may have noticed increased law enforce- ment details. Please remember to obey the posted speed limit and stay alert. Construction workers are often working right next to the roadway but may not be visi- ble to motorists. Reiterating, there is a great deal of under- ground work along this roadway and the workers are sometimes down in the trenches. One minute out of sight, the next an unexpect- ed driver safety concern. The section of the Livingston Road Phase III Construction Project from Pine Ridge Road to Vanderbilt Beach Road has been completed and opened to traffic in January. This was the first of two milestones. The next is the section from Vanderbilt Beach Road to Immokalee Road, which is expected to be open to traffic before the end of this year. Once this final milestone is completed, the 12 -mile Livingston Road will be the third major arterial linking Collier County with Lee County, providing an alternative for traffic that now uses U.S. 41 and Interstate 75 for inter - county travel. The Golden Gate Parkway Road Widening Improvement Project from Livingston Road to 66th Street SW and from 60th Street SW to Santa Barbara Boulevard, which started construction in November 2003, is expected to be completed in early 2005. That finish date is prior to the opening of the Florida Department of Transportation's new I -75 inter- change at Golden Gate Parkway which officials expect will be uti- lized by 17,000 vehicles a day. Traffic lanes have been shifted to the south to allow for construc- tion of the new lanes. The speed limit has been reduced to 35 MPH and the Collier County Sheriff's Office has been strictly enforcing any infractions in this area. Motorists are again remind- ed that when driving through con- struction zones, please exercise extreme caution as you are dri- ving very close to working crews. Please be careful and stay alert. The Immokalee Road Widening Improvement Project from Collier Boulevard to 43rd Avenue NE began construction in September 2003 with completion scheduled for early 2008. This eight - mile -long project also includes a great deal of under- ground work, including upgraded utilities, an improved storm drainage system and canal improvements. A wildlife cross- ing is also being constructed under the roadway. As you may be aware, the roadway is being built in a six -lane footprint. Originally, it was scheduled to be constructed as four lanes now with an additional two lanes to be added when needed in the future. However, it was determined shortly after being bid that addi- tional development was planned that would soon impact this corri- dor and therefore more lanes would be needed sooner rather than later. Because the contractor who received this job bid $4.4 million lower than the next lowest bid received, adding the needed quantities of materials to build the two additional lanes now is the most cost - effective option. The Board of County Commissioners approved the change order for constructing the two additional lanes and it is hoped that the construction of those lanes can soon begin with- out adding cost to the taxpayer by re- bidding, which could also cause delays in the final product and additional disruption to the traveling public. Among projects scheduled to start construction this year is the Golden Gate Parkway Overpass. The Board in April approved the advertising for bids for this pro- ject and with Board approval, construction can begin this sum- mer. Other projects include Vanderbilt Beach Road from Airport Road to Collier Boulevard which is planned to start construction in late summer, Immokalee Road from U.S. 41 to I -75 which is expected to begin construction late this year, and 13th Street S.W. in Golden Gate Estates from 16th Avenue S.W. to Golden Gate Boulevard which is planned to start construction in late spring. In addition to road construction projects, the Transportation Services Division has many land- scaping projects in the works, including plans to landscape the medians on Pine Ridge Road from Airport Road to Napa Boulevard, on Airport Road from Cougar Drive to Vanderbilt Beach Road, and on Orange Blossom Drive. These projects are sched- uled to start construction in May and be completed this fall. There are lane closures expected during this beautification work so drivers are again reminded to stay alert and proceed with caution in all construction work zones. Another item to note is that on March 11, the Collier County Transportation Planning Department held its second pub- lic workshop as part of the Vanderbilt Drive Area Corridor Study. The study is examining present and future transportation needs in the area west of U.S. 41 between 111 th Avenue North and Bonita Beach Road. There were 121 attendees at the workshop where survey forms were used to gauge public support for a num- ber of proposed transportation improvements. Public support was split between the two proposed future road net- work alternatives: - Alternative A (preferred by county Transportation staff) would widen Vanderbilt Drive to four lanes between Bonita Beach Road and Wiggins Pass Road, and widen Wiggins Pass Road to four lanes between Vanderbilt Drive and U.S. 41. - Alternative B would widen Vanderbilt Drive to four lanes between Bonita Beach Road and 1 I 1 th Avenue North, and widen 11 Ith Avenue North to four lanes between Vanderbilt Drive and U.S. 41. However, there was strong public support for proposed bicycle /pedestrian and intersec- tion improvements along the cor- ridor. Workshop attendees also expressed some interest in transit service in the area, as well as a strong preference for multi -use pathways rather than on- street bike lanes. The public input from the work- shop will be a key part of the study's final recommendations. For more information, visit the Vanderbilt Drive Area Corridor Study website at www.collier- gov.net/transadmin/planning/Corri dorStudy.htm. If you have difficul- ty accessing the website, please contact principal planner Joe Quinty in the Transportation Planning Department at 774 -8192 or by email at joequinty@collier- gov.net. In conclusion, let me add that the Stormwater Management Section has started a program to place bright markers on storm drain inlets informing people not to dump debris and making them aware that anything entering the inlet ends up in a waterway. This new public awareness and involvement project recruits vol- unteers to help raise awareness about the impacts of pollution. If your homeowners association would like to get involved in this important educational effort, please contact project manager Steve Preston at 774 -8192 or by email at stevepreston@collier- gov.net. Until next month, be safe. /11 1A1Z_ May Y004 North Naples Journal Pegg 15 THE ROOKERY BAY ENVIRONMENTAL LEARNING CENTER OPENED TO THE PUBLIC The Rookery Bay Environmental Learning Center opened to the pub- lic with a two -day festival on Saturday and Sunday, March 20 and 21. Department of Environmental Protection Secretary Colleen Castille and Congressman Mario Diaz -Balart provided opening com- ments as part of the ribbon - cutting ceremony, which was also attended by State Representative Mike Davis. In addition to the interactive exhibits, local artists' works, and film presentations that are standard features of the new center, the festi- val included lectures, live music, story telling, barbeque food, and trail walks. Over 2,000 people enjoyed the festivities during the two -day event. The public event was preceded by the Rookery Bay Foundation's VIP fundraising event entitled "Music and Magic in the Mangroves" Over 200 invited guests enjoyed the fes- tive atmosphere on the outdoor patio amidst tiki torches, passed hors d'oeuvres and a steel drum band. Local artists Clyde Butcher and Katherine Spalding were among the guests of honor. The Rookery Bay Environmental Learning Center is open Wednesdays through Sundays, 9 am to 4pm. Admission is $5 for adults, $3 for kids 6 -12 and free for chil- dren under 6. Leave Home Without Leaving the Neighborhood. Only Merrill Gardens offers: Flexible Dining - Our Anytime Dining program allows you to get th nutritious meals you want — when you want them. 60 -Day Guarantee - If you are dissatisfied with our service, we will refund your money.* No Annual Rent Increase - On select apartments. Call for details. Award Winning Reputation - Named Family Business of the Year 2004 for our commitment to quality and community contributions. 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"If you don't make more money, we don't make more money ". R. Stephen Shea, President 1(,:7- 1,41Z- May 2004 *Debra Sforza* North Naples Real Estate Specialist * Debra Sforza* North Naples Real Estate Specialist * t a -0F m w x Debra Sforza Professional Real Estate Services Mss. Listing and Selling properties for the past 20 years Prudential Florida WCI Realty North Naples • 5th Ave. Waterside • Ritz Carlton • Bonita • 239 -595 -1323 AD'S DON'T SELL HOMES ... PEOPLE DO!!! OUTSTANDING Debra makes selling a house as easy as loving a puppy like me. Thank You, Spencer, Walter & Margret (Saturina Lakes) HOME SWEET HOME Dear Debra, How do we thank a realtor who at a last minute notice found a house for us by her unbelievable dedication, total professionalism and unwavering accessibility! You're the greatest! With sincere gratitude from a very satisfied client. Robert & Rosemary (Cypress Woods) Call Debra 239 - 595 -1323 Regarding your Real Estate needs Now and those in the Future. 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The historic visit by the President was an unforget- table experience for the communi- ty, as it was the first visit to Collier County by a sit- ting president since Truman in 1947. With one week's notice, a coordi- nated effort between Rookery Bay Reserve staff, the White House, and the Governor's office counted dawn to a seemingly seam- less event. Many efforts were made to prepare the site, and security was a high priority. Upon arriving at the Rookery Bay Reserve on Friday April 23, the President's first stop was a habitat restoration site. Americorps volunteers, on duty at the Reserve for several weeks, had already begun removing non- native inva- sive plants from the site. For one half hour, the President and Governor joined the enthusiastic group of young men and women, and worked up a sweat removing earleaf acacia and guinea grass. President and Governor Bush also greeted a small group of dedicated Reserve volun- teers, walked through the new Rookery Bay Environmental Learning Center, and emerged into the crowded plaza amidst cheering visitors who were waving American flags and snapping pictures. Over 1,000 spectators witnessed the national address, which took place on a small stage It's Your Mortgage. Royal Palm Bank Makes Sure It Will Fit Your Lifestyle. Royal Palm Bank's customized lending policy allows us the flelibilit�T to create a mortgage specifically for you — to suit your income, your budget, \,our personal roadmap to the future, MEMBER I N( in the grassy area adjacent to Henderson Creek. Among the attendees were hundreds of volunteers from the community, as well as the Mayor of Naples, Naples City Council members, the Collier County Sheriff, and C o u n t y Commissioners. Congressmen Mario Diaz- Balart and Porter Goss were there, as well as the Department of Environmental Protection Secretary Colleen C a s t i l l e, Chairman of the President's Council on Environmental Quality, James L. Connaughton, and several high - ranking officials from NOAA. With volunteering the theme of his address, President Bush stressed the importance of lending a helping hand and preserving valu- able coastal resources, and referred to the Reserve as "a little slice of heaven." The Presidential Party was whisked away after the 22- minute address, and things began to get back to normal at the Reserve. The Rookery Bay Reserve promotes informed coastal decisions and stewardship of the environment, but cannot achieve its mission without its Friends of Rookery Bay volunteers. Now that the Rookery Bay Environmental Learning Center is open, the Friends are working hard to recruit at least 100 additional volunteers by fall to help with an array of activities. Many indoor activities are now available in the new center. Volunteers are needed to care for fish and maintain aquaria, work on the computer, greet guests at the welcome desk, and help with the Nature store. Assistance with special events is always a need, especially with many family -fun activities being planned for summer and fall. Helping out at events such as Earth Day, Estuaries Day, art exhibitions, and fes- tivals are also great ways to spend the day. For those more adventurous, habitat restora- tion and fieldwork with our scientists get volunteers up close and personal with nature. Outdoor opportunities include inva- sive exotic plant removal, restoring native plant communities, fisheries research, shark tagging and red tide sampling. There is an endless variety of ways to vol- unteer time for a good cause, and the Rookery Bay Reserve needs volunteers of all ages and interests. For more information about joining the Friends of Rookery Bay, please visit our website at www.rookery- bay.org /volunteer, or call our Volunteer Coordinator, Daphne Hawkins, at 239 -417- 6310 ext. 408. The Rookery Bay Environmental Learning Center is located at 300 Tower Road, off Collier Boulevard (SR 95 1) between Naples and Marco Island. Visitor center hours are Wednesday through Sunday, 9 am to 4 pm, and admission is $5 for ..adults, $3 for chil- dren 6 -12, and free for children under 6 years old. 1255 Creckside Pk«w (Near th 690 Bald There are many advantages to dealing with a locally owned and operated bank: • No Distant Corporate Headquarters • No 800 Number To Call • No Predetermined Rcstrlctloiis oil Yotir Mortgage londa 34105 • 239- 593 -5522 642 -1166 Lin] Page 18 North Naples Journal TIEOfi'S Family Restaurant 1V M I EM I OkAside 1 i '43 DAILY LUNCHEON SPECIALS $ 95 4 95 to � (List of Daily Specials Faxed Weekly To Your Office On Request) 4 ' - Thurs. & Sat. Night Pizza 1/2 OFF • Fri. Ni ht - Fish Fry $,95 9 2452 J & C Boulevard - Naples (239) 591 -1557 FAX 592 -1515 pap � Bree Najjar Home Office NM Organizer management 592 -0352 Reduce piles of paper and get organized! Simplify your life and create more time with a custom designed filing system and an organized home office space. Imagine being able to file and find important records and documents easily, reducing stress and frustration. Let a professional Home Office Organizer provide solutions to organize your life or home business. license# 013447 / &:�_ IAIZ. May 2004 MORTGAGE * Conventional Friendly service and * FHANA I ; dedication, providing top - * Foreign National notch mortgage programs to meet your needs. * Construction/Perm KTyk; * Sub -prime * Jumbo * Fixed Rates � T * Interest Only I * Prime 1st Mortgages t ASCF DONATES MONIES TO LELY AND PALMETTO RIDGE CONSTRUCTION ACADEMIES Director of ASCF presented the checks to Mr. Terry. ASCF is dedi- cated to strengthing the construction industry in many ways. ASCF feels that helping our youth learn a con- struction trade will be a catalyst to our cause. More information can be obtained by calling the ASCF office at 239 -594 -8847. The American Specialty Contractors of Florida Inc. is a professional not - for - profit organiza- tion of specialty contrac- tors, suppliers and ser- vice providers dedicated to promoting profession- alism throughout the construction industry. May 2004 North Naples Journal (LZ 1412— p a0e Ig Jan Kantor Most managers haven't any prob- lem in criticizing an employee's performance. All too often a manager storms into an employ- ee's office and yells "You dumb jerk, what the heck is wrong with you!" You will get your point across that you're dissatisfied, but you certainly won't solve the problem. As an effective manager you need to learn how to positively criticize an employee's job performance. This involves the art of under- standing, tact, and patience. If one of your employees is hav- ing problems doing their job cor- rectly, it is a safe bet they are more than aware of it already. The employee may just not know how to solve their work perfor- mance problems. Most likely, THE ART OF POSITIVE CRITICISM they don't even know how to approach you to ask for help. Who wants to admit their failures to their boss? Bombarding an employee with insults will do nothing to correct the situation. What they need from you is con- structive criticism that will result in a positive solution. The following steps will assist you in helping, instead of imped- ing, your employees. * Emphasize their positive points. Let your employees know the things you do appreciate about their work. Do they always arrive on time? Are they willing to take on extra work? Do they write great reports? Whatever the employees strong points are, bring them up and let them know you value these abilities. Tell them you are not unhappy with them, but you do want to change the problem. Your employees will be more receptive to criti- cism if you approach them in a positive way, instead of attacking them. * Stick to the problem. Don't get caught up in personal attacks. JOURNAL Volume 3 • Issue 5 • May 2004 North Naples Journal 9130 Galleria Court • Suite 306 Naples, Fl 34109 (239) 572- 0051 nnjournal @swfla. rr. com The North Naples Journal is a monthly publication that is directly publication Intended to be Informational in a positive s( 3e yoo min meets and suggestions. Text Copyright b 2004 all rights reserved. No pa • SOFTWARE SUPPORT • BUSINESS COUNSELING • CASH FLOW MANAGEMENT • LOAN BUSINESS PLANS • CORPORATE SETUP • PROFIT DEVELOPMENT • IRS AND STATE AUDITS MY PHILOSOPHY IT TO PROVIDE ON TIME PERSONAL SERVICES TO EACH OF OUR CLIENTS Arthur Rubin, EA.PA. Business & Tax Advisors Naples, FI, info@ businessadvisors.biz 239.594.1200 LICENSED AND ENROLLED AGENT Keep focused on the issues. Calling your employee a "brain - dead amoeba" gets you absolute- ly nowhere. Constructively criti- cize the problem, not the person. Keep away from saying, "you did this and you did that ". Instead focus on the issues of the problem and how it can be resolved. * Stay calm. Yelling at an employee does not make them do better. They have to want to improve. With your calm patient guidance, you will see improve- ment. Screaming, jumping up and down, and threatening are ridiculous tactics and definitely a DO- NOT -DO. * Get your employee's input. Work with your employee to find a solution that you both agree on. Often times just pointing the problem out to the employee is all it takes. But if you need to inter- cede, make sure you get input from the employee on what they think will work. * Let them know you support them. Show them you have con- fidence in their ability and are behind them. Employees appre- ciate your faith in them and will ACROSS 1 1nra(rIon 6 Keats of N ord-worlh I1 Freighters load 16 Resident of a Puget Sound cluv 18 Bu cadth 19 2 1 C"Im P�and Old Luxe ace in a storm 23 Uppu spar 24 Not odd 25 Bcfotc to a bard 26 Raiducd fat 27 72 Across for example 28 Plateaus 30 Pay 32 Moslem ruler 34 "We shall -- much in the years to come ..." 36 Island cost. 37 South American mountain dwellers 41 From I to 12 44 Begged 46 Kind of opera 48 `For want of a nail the 49 Girl Friday: Abbr. 50 Former Get. kingdom 51 Fourth cen. saint 53 Whale bone garb 55 "1 left -- in San Francisco' 57 Boxing ploys 58 Rhone tributary 59 Teachers org. 61 Waiting areas 63 Moola 65 See 84 Down 68 Japanese seaport 72 Kind of whirlwind 74 Posed 76 Musician Brown 77 Snippers 80 Twist namesakes 83 Modistes 85 Thingamajig 86 Director Clair 87 James -- 19th C. inventor 89 Mod musical 90 Three, to Hans 91 Titanic's nemesis 92 72 Across action 94 Flourish 97 Observc 98 Love god 99 Co- founder of the kingdom of Kent 101 Allays 103 Highway to the north 107 Gazing fixedly 111 Jitterbug's dance 113 Legal eagle: abbr. 115 Trim off 116 Put in order 117 Power behind 72 Across action A Sea try and live up to your expecta- tions. * Keep in Contact. A good man- ager keeps in touch with their employees. Good follow through is essential in correcting prob- lems. Don't hang over their shoulder, but do show genuine concern by following their progress. Positive criticism is not difficult and it is effective. You must keep in mind that to help your employ- ee succeed, you need to develop the art of understanding, tact, and patience when constructively crit- icizing. Jan Kantor is the owner of Success Systems, a Business Consulting and Seminar firm located in Naples, Florida. For more information please call him at 239 - 434 -8575. For additional business tips and to contact Jan Kantor, visit his website, jankantor.eom or email kantor7]6@comcast.net. Edited by Charles Preston 120 Post exchange MENEM 51 Sky sighting? 88 Severe 121 Mimics Seine 52 Distant 91 Polly or Edgar MME®E 16 Those people 54 Survive 92 Jersey shore town songs 17 Straits 56 Bisecting ■®®E® 123 Sheriffs group 19 Be present 60 Quant. 93 Mauna -- 124 Nuisances EN■■MME 62 Hindu mantras 95 Footwear 125 Irked 22 Wedding notice 64 Energetic ballet enhancements MENEM duet 96 Thin silk cloth DOWN 29 Org.orassn, 66 Worshipers ®OMM■E® relative 67 Lamprey l00 Theatrical 1 Matisse was one 31 Antiquated ®MEMEMM®MEMEM 2 Area units 33 Toscanini, for one 69 "Yond Cassius acronym 3 Whirlwinds 35 Emulate Scott has - -- —and 102 – de fete 4 Pierre's pal Hamilton hungry look" 104 Pianist Frankie ®OMMEMM 38 Help 70 Fit out again 105 Rainbow - shaped 6 Be indebted 39 Sentence part 71 Sov. initials ®EM■ 7 Aversion 40 Tar 41 Church singers 73 Swift jet 75 Indian state 107 Native American ENO 42 Greene, of 77 Inked: abbr. 108 Springe MEMO Bonanza 78 Angel's 109 Florence's river river 10 Bara, of the silents SOMEONE instrument 79 Fulda feeder 110 Peanuts expletive 11 Bragged 45 Enchantress 81 Turn back 112 Aspiration p ®■MME 47 Dance step 82 Capuchin monkey 114 Despot 13 Radiation units 48 Healing sign ®M®N■ 118 CIA predecessor 14 No- see -um 50 Thoughtful 72 Across action 119 Part of TGIF ®®■E■ ®®N■M■®M■ MOEN ENO ®M■M®®® N■■® MO■■ M■O■ ®O■■ MOON ®®M■■■ ®MEMEM ®M®MMOM ®OMMMM E■■ MEN M■MM■MM■■ MENEM MMEMM■M■■ MENEM ®O®MEMM■■ MEN MMOM■■ M■■ MEMNON M■M■NM© ®ENEMM M■O■ MME■ OMEN OMEN ®O■■ ®■■M■®■M■ ME■E©■■ ONE ©■N■ MENEM ®■N®■ ®E®®®' ®®®®EM■ MEMO ONE OMEN ®OMMO■■ ®MOM®O■■®■ No ®■■■■■■ MENEM ®EM■N■■ OMENS ®■EM■ ®OEM■ 120 Post exchange 15 River into the 51 Sky sighting? 88 Severe 121 Mimics Seine 52 Distant 91 Polly or Edgar 122 Sang December 16 Those people 54 Survive 92 Jersey shore town songs 17 Straits 56 Bisecting 123 Sheriffs group 19 Be present 60 Quant. 93 Mauna -- 124 Nuisances 20 Middle: abbr. 62 Hindu mantras 95 Footwear 125 Irked 22 Wedding notice 64 Energetic ballet enhancements word duet 96 Thin silk cloth DOWN 29 Org.orassn, 66 Worshipers 97 Alarms relative 67 Lamprey l00 Theatrical 1 Matisse was one 31 Antiquated fisherman 2 Area units 33 Toscanini, for one 69 "Yond Cassius acronym 3 Whirlwinds 35 Emulate Scott has - -- —and 102 – de fete 4 Pierre's pal Hamilton hungry look" 104 Pianist Frankie 5 Boot string 38 Help 70 Fit out again 105 Rainbow - shaped 6 Be indebted 39 Sentence part 71 Sov. initials 106 Requirement 7 Aversion 40 Tar 41 Church singers 73 Swift jet 75 Indian state 107 Native American 8 Imagine 42 Greene, of 77 Inked: abbr. 108 Springe 9 West Ukrainian Bonanza 78 Angel's 109 Florence's river river 10 Bara, of the silents 43 Doctrine 44 Talk idly instrument 79 Fulda feeder 110 Peanuts expletive 11 Bragged 45 Enchantress 81 Turn back 112 Aspiration p 12 Hope for 47 Dance step 82 Capuchin monkey 114 Despot 13 Radiation units 48 Healing sign 84 Watery version of 118 CIA predecessor 14 No- see -um 50 Thoughtful 72 Across action 119 Part of TGIF (See answers on Page 24) lLM 1X112. Pap 20 North Naples Journal May 2004 Charlie & Tam Its Tax Time In some ways its tax time all the time! Planning for doing estimat- ed taxes, gathering the vital infor- mation for your accountant to do your taxes, making sure you have the money to pay them, mailing them. Then after its all complete, wondering if you did all the cor- rect things and yet didn't pay more than you have to. Then sav- ing the returns for 7 years. I find in a presidential election year I get more confused than I normally do. Perhaps because I hear the liberal thinkers and the conservative folks talking about the same thing with totally oppos- ing views. How can that be? The financial TV shows say that the economy is improving, the stock market is going up and because of improved productivity and a falling dollar America is exporting more products. On the other hand people say we are not generating enough new jobs. How do they calculate that? I wonder if they take into account immigration. Legal and illegal, those people all have jobs. Do we slow down worker programs and immigration during periods of slow job growth, or is it business as usual. I sometimes wonder how much control we have over our own destiny. Can we change ADVENTURES WITH CHARLIE things when we see they need adjustment, and do it quickly. In the boat business where I spent a lot of my adult working life, we used to say we need customers or carpenters! We did everything within our reach to bring those two into balance as the situation changed. All this talk started me thinking of some of the things we do in America tax wise, compared with other countries. When I started to charter in the Caribbean I found that most of the small island nations derive most of their "Government Money" from imports. Everything that comes into the country is taxed. The people don't have much so the Government would have a hard time collecting a personal income tax, plus the individuals and busi- ness's don't keep all those records. It's a simple system and it works. Granted that is for a small country with little income. Here in America there are many people that feel the more you earn the more you should pay. They say that's the fair way. Yet they favor sales tax, which is a tax we all pay at the same rate. No one has a sales tax free card that says I earn less than $10, 000 per year so I pay no sales tax. Then we look at property tax, that is not based upon what you paid for the property or what you sell it for, but what the Government thinks its worth at the time. Its really sort of a "land rent " I would think that with the talent we have in the USA we could come up with a better way to fund our gov- ernment. I would think for starters we would make it easier to pay and collect taxes. Why have everyone pay their taxes by the same day, why not have your due date your birthday? That way the government would have money coming in everyday, not once a year. How would you like to only get paid once a year? Think of the load that would be reduced on the accountants, investment firms, the post office and the people at the IRS who have to tabulate all this informa- tion and money. I bet we would have fewer mistakes. Let corporations pick the date they want to file their taxes on. They would probably pick their slow time of the year when they could concentrate on the prepara- tion of the return. Remember the corporate tax rate, federal and state combined is about 50% of profits. That's more than the stock holders get. I would think the government would want to cooperate with the corporations to make it easier for them to com- ply. I don't think many people prepare their own taxes these days. We take our data to an accountant who tells us how much we owe. Why not simplify the system so anyone could do their own taxes. Then you take a look at all the other taxes, liquor, cigarettes, air- line and bus tickets etc. These taxes are substantial, in St. Thomas USVI we could buy a bottle of rum for $1.75 in Fort Lauderdale it was about $7.75. When I questioned the liquor store owner, he said its not the freight and profit as you suggest but the tax. At the time he wrote it all out for me but good rum has caused me to have a "seniors moment" and I forget those num- bers. �en taQ xeeQQeltce Then we turn to death taxes, that's what you have saved and accumulated to pass on to your family. I never did understand how anyone could justify those taxes, but Washington is having a big fight over making those tax cuts and elimination's permanent. We have lots of other taxes such as unemployment, gas, toll roads and social security. Most of these taxes are costly to collect. The different forms of tax require dif- ferent agencies, rules enforce- ment etc. We have all heard of the flat tax and federal sales tax the vat or an increased gas tax to cover everything. There are a lot of different ways to handle the problem. Let me give you an example of what Singapore has done. I found it interesting. When you work for a company they hold 10% of your salary. The company matches that with a 10% contribution. All the money goes to a government fund, they invest all over the world. There are limits as to how much they can invest in Singapore, as I recall its about 40 %. The profit the government earns on your fund is split, you get half, the government keeps half and uses those dollars to help run the country, thus reducing other taxes. You can draw out some money from your fund to make a down payment on a gov- ernment house or pay medical bills, but nothing else. There are many well off retired people in Singapore as a result of this fund. An interesting approach and a good thought starter. Editors note this article should have run in the April North Naples Journal but Charlie was working on his taxes. �t. 111alick wou &l Pike to invite qou to het new state-ottlze-att dental office Qocated on the 50utluvest cornet e� e.4hpott Nett) zitel C z1z oet6iPt Beach Koad, ztext to WaQitteens. Cheryl L. Malick, DMD PPease eaN its todizq to scliduQe gout cofnpPinzentary eonsuQtation. 239 -596 -3434 7955 Airport Road North Suite 201 Naples, Florida 34109 May 2004 North Naples Journal "Unique Landscape Renovations" RJPA LAND. APE By James E. Kallenbach & Frank Bevan { ..' Florida Landscapes: = a full service landscape company, providing'" • Sensible & Creative Landscape Designs • Efficient Irrigation 5yctems • Exciting Landscape Renovations • Brick Paver Patio & Driveway Layout & Installation • Knowledgeable Tree & Palm Trimming & Removal • Dramatic Landscape Lighting • Sculptural Grading & Drainage Control 1. - I -1 7, t V s k www Florida- landscapes.com Dear Friends, I am writing this to you today with a very important request. Yes, I'm asking for money. But more importantly I'm asking for your support to help me raise much needed funds for the Mid - America Chapter of The Leukemia & Lymphoma Society. My children and grandchildren are healthy. However, when I know that leukemia is the leading disease related cause of death among children and when I know that four out of every 100,000 children in America will be diagnosed with leukemia this year, I hope and pray that our good fortune will continue. For families whose lives have been devastated by this dis- ease hoping and praying alone, doesn't seem to be enough. That is why I am committed to and intensive fund raising cam - paign on behalf of the Suncoast Chapter of the Leukemia & Lymphoma Society. For years, I have been actively involved with many charitable organizations. In fact, it seems that each has its season - the help that is needed never seems to dimin- ish. We want to do our part in sharing responsibility for all people. The are our neighbors, our family members, our friends, and our co- workers. The Leukemia & Lymphoma Society is a non - profit organi- zation that began in 1949. The Society provides funds to over 300 researchers who are searching for a cure. It also provides direct assistance to more than 6,000 families each year to help cover expenses that are not otherwise covered. Research, patient aid, public and professional education in only the beginning of what is needed in this effort. It all begins with people like you and me. I know that you have ample opportunity to "give to charity" throughout the year. I am asking you to seriously consider this opportunity this year, My personal goal is to raise $15,000 between now and June 1 l , 2004. I know that sounds ambi- tious. But when a disease as ambitious as leukemia kills a man, woman, or child in the U.S. every 12 minutes, it must be met head on with just as much ambition. As a participant in The Leukemia & Lymphoma Society's "2004 Man & Woman of the Year" campaign, I have pledged to work timelessly, aggressively, and compassionately to reach my goal. I hope you can help me. Please go to the website below to make a contribution. Donations for as little at $10, $25, or even $50 will be greatly appreciated. However this is a very deserving cause, so if you can reach deeper into your pockets please do so. Please place your contribution no later than June 2, 2004 to ensure your contribution is awarded to this campaign. For more information call 239 -593 -5567 Thank you in advance, Tony Marino Marino Parking Systems www. active.com/ donate lsunmanwoman /sunmw /T`Marino 16a /h /Z Page 21 1107- l 41:,- Pepe 22 North Naples Journal Ma P004 PELICAN MARSH 1W , �,& BAY LAUREL ESTATES "Casa Dolce Casa" Mediterranean elegance in this custom created home offers an 80' entrance galley opening to spacious terraces w /fountains. Interior offers the best in decor - marble /wood flrs, granite in kitchen, baths & laundry, built - in sound sys. w /equip., cust. cabinetry, lg lanai w/htd pooUspa, waterfalls, F/P, summer kit., etc. 2 story. 4BR/ 4.5 BA/den $2,295,000 ARBORS Elegantly designed & detailed home w/42' htd pool /spa overlooking lush preserve. Elec. storm shutters thruout. Ext. use of tile, super sized kitchen w /center island, granite counters, etc. Extra closet space, master suite w /sitting rm, den/library, plantation shutters, 3 car garage,etc. $1,250,000 (239) 261 -6622 A (,; ,.d i OWD AU DU BON Mediterranean charm in this 3 yr new home located on a Ig golf ers site. West of Vanderbilt Bch Rd. 2 story w /spacious rooms & elegant finishes. 2- 2 car garages in pvt. courtyard. 4 /den/3.5 /loft $1,350,000 FromSeatoTee.com 3, d �a Arthur M. Newman, DVM 5987 Pine Ridge Road • Naples, FL 34119 (adjacent to vineyards) Crossroads Market Shopping Center Complete Full Service 6-41,� I • Surgery • Dental Care • Ultrasound • Grooming /Boarding Mon. & Wed. 8:30 am - 7pm • Tues., Thurs. & Fri. 8:30 am - 530 pm Sat. 8:30 - Noon GREY OAKS Prestigious 2 story custom home on lg lake site. Oversized lanai w/htd. pool/spa. Marble, wood & the floors, gourmet kit. granite counters. 4 BR's. /library/3.5 baths/ den $2,150,000 MEDITERRA this 1 st floor residence that is offered fully & elegantly furnished. Loaded with upgrades including wood & granite in kitchen, tile on diagonal, alarm, etc. Best value in Mediterra. 2 /den /2.5 baths $599.000 furnished (239) 290 -5236 HEATHER BANSBACH TERRY BLOOD SALON Hibiscus Center 2950 Tamiami Trail Suite 4 Naples, Florida (239) 285 -9:05 Where the Customer is Always King V_ 90 Days Same As Cash Aluminum S Inspections ➢ Tubular Skylights r� C .p Lic #CCC- 057279 /(0a- 1)442 May P004 North Naples Journal page 2$ JUSTENNIS SUPPORTS LOCAL TENNIS JusTennis, Naples' favorite full ser- vice tennis shop, is continuing to be a winner with local players. Only in their second year, JusTennis keeps on growing right along with the community, says owner and local tennis pro Glenn Kommer. We expect the trend to continue through the Summer as we are attracting new customers every day who are drawn to our great selection,*, fow prices, and most of all professional and fast service. Tennis players know if we don't have an item in the store we will be happy to order it and have it in their hands in a few days. We will also ship to Northern locations if it's more convenient for the customer. Even though the slower months of Summer are approaching, JusTennis is still expecting deliveries of hot new merchandise on a regular basis including the latest in footwear, apparel, and racquets. There are also good discounts available at this time of year so be sure to look for sale items throughout the store. The local tennis scene is also bene- fiting from the success of JusTennis as many club events and tourna- ments are being sponsored by the business. "I always said I wanted to remain active in supporting the local tennis community ", states Kommer. Some who have benefited from JusTennis sponsorships have been, Stonebridge CC. Naples Bath and Tennis Club, YMCA tennis tourna- ments, Cambier Park City Tournament, Village Walk and Island Walk Tennis Clubs, Barron Collier H.S., and the Perkins USPTA Junior Tournament Series, just to name a few. We pledge to continue our support of local tennis events and tournaments whenever possible. Conveniently located in North Naples at 7700 Tamiami Trail at the intersection of Pelican Bay Blvd. N., JusTennis is open Mon - Sat from 9:00 -5:00 and Sun from 10:00 -4:00. From June until October the store will be closed on Sundays. Please call our friendly staff at 514 -8700 for all your tennis needs. As always, JusTennis will exceed your expectations. Luxury Nome Community New Two Story Home • 4 bedroom 2.5 bath • Featuring living room with fireplace over looking aquascape • Cherry hardwood floors in formal dining room • 42'cherry hardwood cabinets and Corian counters in kitchen including morning room • French doors to master suite w /master bath • Laundry room with washer and dryer • Screened lanai • Clubhouse with community pool and childrens playground • Low maintainence fees $.359,900 Colonial Oaks 9896 Colonial Blvd. S. Estero Directions: 175 North to Exit 123 - Corkskrew Road. Right to Three Oaks Blvd. Right into Colonial Oaks, Left turn to home 27 -8 9C 593 - 594.0 Page 24 /6 z 1A 1Z North Naples Journal The American Red Cross May 2004 Wants to make sure you know about WIND - the number one cause of hurricane damage! The Collier County Chapter of the American Red Cross will be reaching out to the community with a series of educational seminars dealing with disaster education. One portion of that community outreach will include information about the biggest culprit in damage to homes and other structures dur- ing a hurricane - WIND. Florida Red Cross Chapters are helping promote Florida's Wind Insurance Incentives, a residential construction mitigation program. Many times, wind damage can be prevented with some preparation. Many building and construction codes have changed since Hurricane Andrew did devastating damage to South Florida in the early 90's. Most existing houses have one or more wind resistant con- struction features and may qualify for some insurance discounts. In addition, houses built after 1994 in Miami -Dade or Broward Counties, and houses built after 2002 in the rest of the state, have many wind resistant construction features and will likely qualify for credits. As part of the American Red Cross disaster education program, it is the Collier County Chapter's privilege to promote the State's website www.f1oridacommunitydevel- opment.cor /mitdb to help homeowners and business owners with valuable information. The website helps owners find insurance discounts and identify areas of concern with their property by answering a few questions. Florida Statute 627.0629 requires insurance companies to offer Florida homeowners "dis- counts, credits, or other rate differentials..." for construction techniques that reduce dam- age and loss in windstorms. The Florida Department of Community Affairs funded the project to develop a Wind Mitigation Database; this website is the result of that project. The discounts given on the website are for single family or duplex hous- es. Discounts are also available for condo- minium and tenant occupancies, but they are not included in the website. The FGCU Small Business Development Center will be offering free seminars on Pre - Disaster Mitigation in Collier and Lee Counties. The American Red Cross will be a project partner in the Collier County seminar to be held from 1 p.m. to 3 p.m. on Wednesday, May 12 at the FGCU Naples Center, 1010 Fifth Ave. South in Naples. To register for this SBDC free seminar call 434- 4804. To find out how your home owners associ- ation, civic club, or church can schedule a free seminar, call Pat Brouillard, Collier County Chapter of the American Red Cross at 596 -6868. The American Red Cross announces "Ready When the Time Comes" program The Collier County Chapter of the American Red Cross is proud to announce the formation of the "Ready When the Time Comes" program, designed to recruit the community in assisting as volun- teer reserves should a disaster of any kind hit our area. "Ready When the Time Comes" (RWTC) will be an extensive net- work of well trained volunteers from local companies and organi- zations that can quickly mobilize in the event of a local, large -scale disaster. RWTC volunteers will serve as "reserves" that will be called upon when disaster response requires more than the normal corps of Chapter volun- teers. The American Red Cross is ask- ing local companies and organiza- tions to partner with the Collier County Chapter in allowing their employees to be trained as disas- ter response volunteers. Partners will commit to making these employees available for service for at least one day each year. When a local large scale disaster occurs, the Red Cross will call the RWTC partners to deploy their volunteers. It's a community, working together for the good of all, one partner at a time. Partners can be large and small corpora- tions, community organizations, churches, schools, universities Crossword Answers and groups of retirees - just to name a few. Hurricane season is fast approaching and time is of the essence. Act now! Tell your friends and business associates about this program. For more information on how you and your organization can get involved, call Pat Lawrence or Carol Bensyl at 596 -6868. Play Better Golf with JACK NICKLAUS Cana RMURULTY GRIP PRESSURE LEADS TO MRNY SWING FAULTS. DON`T LET THE CLUES LIE 5LOPP I LY N YOUR HANO5, ESUT DON T TRANGLE IT EIT SE.R. I~ I R Nl e)UT- IS OUR(GOAL, 50, TOO, 15 �� CONSISTENT GRIP PRESSUR THROUGHOUT THE ENTIRE SUU I NG . \� . .. J ©aaao oonoo mmmmm ©oommom ©nmom mmoomno mmmmnoammoon© nmo©mon Boom © e mm mm mo © ©non ©m m © ©nn am©om omom m©© ommommo oom© o ©no© Doom omao ommo Boon oomo mmommm omm©o o ©omoamo MEMO mum men ©n amoomm omomm ©a00000mm moamo nmoonooao ME man om©mmo MEMO= mmmomo. oaoo ©© memo ©amm mane omon oo mo oonmaonmm . omm000m moo a ©mm mmo©o oa mao aooam onamnmo mmao Boo Damn omommoo ommnmono©mmoo oamo©om BOOM oammo ©m omo©© 000no ono ©m and groups of retirees - just to name a few. Hurricane season is fast approaching and time is of the essence. Act now! Tell your friends and business associates about this program. For more information on how you and your organization can get involved, call Pat Lawrence or Carol Bensyl at 596 -6868. Play Better Golf with JACK NICKLAUS Cana RMURULTY GRIP PRESSURE LEADS TO MRNY SWING FAULTS. DON`T LET THE CLUES LIE 5LOPP I LY N YOUR HANO5, ESUT DON T TRANGLE IT EIT SE.R. I~ I R Nl e)UT- IS OUR(GOAL, 50, TOO, 15 �� CONSISTENT GRIP PRESSUR THROUGHOUT THE ENTIRE SUU I NG . \� . .. J May 2004 Neighborhood Security By Lieutenant Rod Bishop As we conclude another sea- son, many of our friends and neighbors in North Naples will secure their homes and leave for various destinations throughout the country. In an effort to provide addi- tional security to those unoc- cupied homes, I encourage our year round residents to report anything of a suspicious nature. North Naples Journal Should you observe some- thing that is out of the ordi- nary, like a person or vehicle at a location or home where it shouldn't be, please contact the Collier County Sheriff's Office at 793 -9300. Prior to contacting us, be sure to note a description of the person and the make, model, color and license number of the vehicle they are operating. The infor- mation you provide may very well assist us in preventing a crime or in apprehending a criminal. The information we receive from residents of local neigh- borhoods is one of our most effective tools against crime. With your cooperation and partnership, the Collier County Sheriff's office will continue to effectively suppress crime in our community. ImaginemainsCupe Golf Tournament Proceeds vu to the American Cancer Society Relay For Life Page 25 Saturday, May 15, 2004 Miromar Lakes Beach & Golf Club I -75 Exit 123 Corkscrew Road e BEACH & GOLF CLUB MIROMAR LAKES' We are where you want to be- $80.00 per player (Includes greens fees, cart for 18 holes of golf and lunch) .� The Greater Naples Chamber of (ommer(e May 19 Wake Up Naples Hilton Naples and Towers, 7:30 am The Gangs of Collier County The Collier County Sheriff Department's Gang Unit will lead a not -to -be missed presentation. For Ticket Information and Reservations please call 239 - 262 -6376 Sponsored by: North Naples Journal & The Marino Group Page 26 North Naples Journal ` May 2004 Patriotism Emphasized at Chamber Executive Session An audience comprised of local business executives, veterans and dignitaries recently convened at the Collier Athletic Club for what was one of the most moving Executive Sessions ever sponsored by The Greater Naples Chamber of Commerce. In addition to hearing a presentation on the current state of our national military by retired Major General Mike Coyne, atten- dants gathered to recognize Patrick O'Sullivan, a World War II veteran, who was awarded the Bronze Star, Purple Heart, and a variety of cita- tions and ribbons more than 50 years after his discharge from the legendary 1 st Marine Division. Among those attending the after- noon session were retired U.S. Air Force Major General Bernard T. Weiss, Collier County Supervisor of Elections Jennifer Edwards, Founder of Dominos Pizza and Ave Maria University Tom Monaghan, Television Narrator Peter Thomas, and Dave Turner, former president of Turner Publishing Company, the nation,s most prolific publisher of military history. C.J. Hueston, President of Corporate Dimensions, opened the meeting with a moment of silence recognizing those who have sacri- ficed their lives in service to the country. Gary Shanabarger, Commandant of the E.T. Brissom Detachment of the local Marine Corps League, led the room in a rousing rendition of the Marine Corps Hymm before introducing General Coyne, whose distinctions include being the first reserve gen- eral ever put in command of the 4th Marine Division. General Coyne began by listing details relative to the number of troops killed at the time of O' Sullivan's service, in battles to claim the Japanese Island of Okinawa during the Pacific Campaign of World War II. "We lost a lot of Marines," said General Coyne. "We would have lost more if not for good Marines like Patrick O'Sullivan." The audience stood to applaud and, in several cases, wiped visible tears of adulation as the former Corporal was presented with the medals which represented his out- standing valor and sustaining of injuries during combat. "I was one of the lucky guys who made it home," said O'Sullivan. "I'm accepting these medals in honor of those who didn't survive" Though long entitled to the medals, O'Sullivan spent his final service months recovering at a mil- itary hospital where he sought to vanquish painful memories of all he experienced, explained his daughter, Fifth Third Bank President Colleen Kvetko. She Chamber Board Members Patrick O'Connor and Donna MacNiven with International College President Terry McMahan, Dave Turner, Major General Bernard Weiss, ret., Peter Thomas, E. T. Brissom Commandant Gary Shanabarger, Major General Mike Coyne, ret., Patrick O, Sullivan, Tom Monaghan, Ave Maria University President Nicholas Healy, Collier Supervisor of Elections Jennifer Edwards, Chamber Board Members Lou Vlasho and C.J. Hueston. says those recollections were replaced with a new sense of pride after the tragic events of September 11, 2001. O'Sullivan began the process of petitioning the department of military records for the medals which were ulti- mately secured 58 years to the month that he was injured by a grenade blast that almost left him paralyzed. Formerly responsible for super- vising the performance of four Deputy Assistant Secretaries of Defense and their respective staffs, General Coyne rounded out the session by providing statistical insight on military trends that included the nation's heightened usage of reserve personnel and increasing military enlistment by minorities. As to the current war on terror- ism and Iraq, General Coyne stressed that military personnel do not engage in political discourse as to the rights or wrongs of such actions, but do as they are ordered. He declined to comment on whether the outcome of the Presidential election would impact the mission in Iraq. Rather than respond to the politicizing of issues involved, General Coyne emphasized supporting the troops and respecting their call to duty. He went on to say that he expects troops to remain in Iraq for many years to come. Using examples such as Korea, General Coyne said, "If anyone in this room thinks they'll see us out of Iraq in their lifetime that thinking could be classified as very optimistic." `Quick - Casual' Bakery Cafe, a First for Naples Area Southwest Florida will soon have its first quick- casual bakery cafe, according to plans announced today by Troy Boane, an award - winning Naples restaurateur. Calistoga Bakery Cafe is presently under construction on an out parcel at Fountain Park Center, located on the southwest corner of Airport and Vanderbilt Beach roads. The restaurant is scheduled to open in early June. according to Boane, president and founder of the concept. Boane reports that he has pur- chased state of the art `hearth ovens' from a leading European manufacturer. He said, "we will feature made and baked -on -site, fresh -all -day Artisan breads, pas- tries, cookies and speciality in the morning," Boane said. deserts" "The menu will include an assortment of gourmet soups, sal- ads, and sandwiches featuring truly fresh ingredients," Boane contin- ued. "We are fortunate to have our own farm just minutes from the kitchen door." Located on a 36 acre site on Orange Blossom Drive, Old Barn Farms will grow many of the ingre- dients used daily in the restaurant for our exclusive use. "Tomatoes, lettuce, onions, strawberries, numerous herbs, and many other fruits and vegetables served at the lunch hour will often have been gathered from the fields In addition, Calistoga's own imported private brand coffees will be roasted and ground on site to provide the core product of a wide assortment of speciality beverages. "The 6,000 square foot bakery cafe will seat 150 customers including a small private commu- nity room seating up to 20 persons. In addition, a covered patio will seat additional customers," Boane said. According to Boane, he has been working on the bakery cafe con- cept since leaving Stonewood Grill & Tavern, also located at Fountain Park Center, where he was the operating partner since it's opening in September 2000 until November 2002. Boane has 17 years experience in the restaurant business; before his years at Stonewood, he held positions at Carrabba's Italian Grill and Chops City Grill, both in Naples. "I am truly excited about this opportunity to create Calistoga Bakery Cafe and to be the first to introduce the quick - casual "bakery cafd" concept to Southwest Florida," Boane said. If the first Calistoga Bakery Cafe in Naples meets the compa- ny's expectations Boane plans to expand the line throughout Florida and beyond. /6:1 /A- /2- May 2004 North Naples Journal Page 27 YMCA HOSTS 19th YEAR OF PROJECT GRADUATION Event is Asking for Donations from the Community The Greater Naples YMCA is expecting more than 1,000 gradu- ating seniors for Project Graduation 2004 on Friday, May 21, from 1 1 p.m. - 4a.m. The YMCA is opening its doors to ensure a safe graduation night for graduates from seven public and private high schools, including home schools. The event's success depends heavily upon generous dona- tions of money, food, prizes and gift certificates. "There is still time to lend your support for this much anticipated event" said Sandy Graham, P r o j e c t Graduation Coordinator. More than 500 prizes are drawn throughout the evening. Graduates go home with comput- ers, phones, phone cards, dorm refrigerators, gas cards, and cam- corders (just to name a few) to help tlicm get ready for the next phase of their lives. In addition, ONE graduate from each high school will win a grand prize of $1000 cash "drawn at dawn" pool. Graduates have access to an all night buffet coordinated by Chef Frank Setera of the American Culinary Federation, Caxambus Chapter. Executive Chefs from local clubs and restaurants serve up everything from scrumptious ribs to "made to order" omelets. Provisions donated by restaurants and suppliers are given back to the community by way of scholarships in the name of ACF for Culinary "This event has become a Collier County tradition as it involves par- ents, schools, businesses, and orga- nizations joining together in sup- port of tomorrow's Collier County business leaders, employees and parents," said Graham. Graduates pay a $10 entrance fee and enjoy an all -night celebration including food, entertainment, games, prizes and more. Activities include a rock climbing wall, mechanical bull rides, cash machine madness, jousting con- tests, a DJ for dancing, carnival games and belly flop contests in the students. Project Graduation is in its 19th year and is the nation's longest run- ning, drug and alcohol -free cele- bration. The main success of this program is that since Project Graduation's inception, there has not been one fatal or alcohol relat- ed accident on graduation night. The participating schools include Barron Collier High School, Community School, Everglades City School, Gulf Coast High School, Lely High School, Naples High School and St. John Neumann High School. Tickets may be purchased at participating high schools only. Tickets are available one week prior to gradua- tion and at graduation practices. No tickets will be sold at the door or at the YMCA. To make a contribu- tion to Project Graduation or to learn more, call Sandy Graham, Event Coordinator at 597 -3148 ext 314 or Gretchen Nelson, YMCA Special Services Director at 597- 3148 ext 308. Stepping inside of the Hair Business Unisex Salon you are immediately greeting with a warm welcome and smile. The shop located in the Naples Shopping Center on Vanderbilt Beach Road is arranged to maxi- mize efficiency of the client's time. The shop's appearance has clean lines and the use of both glass design blocks with a warm wood floor are appealing and reflect the modern upbeat atti- tude of the staff and their clien- tele. The experienced staff prides themselves in being on time to receive each customer and pre- pared to offer the latest in hair cuts and styles along with tradi- tional or trendy color. The Salon offers services to a variety of ages and style preferences; however, most customers appear to be those in the business community with full tight schedules. The ability to make an appointment and know within a narrow window of a spe- cific start and stop time is signifi- cant to those on the go. Hair Business is all about the Business of Hair The unisex salon has a menu of services for children, women, and men. Manicures and pedi- cures are provided with the skill you would expect from any fine salon. I noticed a good - looking young man who appeared to be in his late 20's, looked closely in the mirror following a hair cut. With a big smile on his face while looking at this own reflec- tion stated " I look g0000d ". He was right, he did look good. A positive sign for any business is when both employees and cus- tomers are smiling; you'll find that at Hair Business. The shop opens at 9 AM daily Monday through Saturday and stays open until 7 PM on Tuesday through Friday to accommodate those in the work force. They do close at 5 PM on the other days of the week. Located at 2430 Vanderbilt Beach Road you may also reach them at 596 -1288 to arrange for services. New Arrivals Now In Stock! NAPLES: 239.434.9584 BONITA:239.948.7277 U.S. 41 at 1st Avenue South U.S. 41 at W. Terry Street A 50' Open Sam Daily @ 8795 Tamiami Trail North s Naples, Florida The Marketplace at Pelican bay 9 Corner of U5 41 & Vanderbilt beach Road s mo Pop 28 North Naples Journal May 2004 VIP REAL' NAPLES • Maintenance Committee Report 1611 NJI July 21, 2004 The Landscape Maintenance Sub Committee met at my house on July 19 to review the Vanderbilt Drive Beautification Area Grounds Maintenance BID notice provided by Project Manager Bob Peterson. Bruce Burkhart, Bill Savard and I were present. It was the consensus that the BID as presented is very professional, comprehensive and well done. Accordingly, I advised Bob by phone at the end of the meeting that there were no suggested changes by the Committee. The Committee had one observation regarding the General Maintenance Reports and review with the Owners Rep. I am to present a request at our next regular meeting that the Committee have an opportunity to review the monthly Reports and participate as Owners Representative with Bob. The next meeting of the Committee is scheduled for 9:30am August 16 at my house to review plantings, replacement and renewal, with Bob Peterson. A walk along the maintenance area is planned. Respectfully submitted, Lew Schmidt, Chairman Cc: Bruce Burkhart Bill Savard 16 Irl 'N12 Citizen Corps Advisory Committee Agenda May 19, 2004 3:00 Pledge of Allegiance - Opening Remarks -Roll Call 3:05 Approval of Minutes 3:10 Threat Update 3:15 New Business Chairman Chairman Emergency Management Chairman May 12, NDN Letter to the Editor New Emergency Services Complex Hurricane Seminars: • May 27 — Lely HS • June 3 — Mackel Park (MI) • June 17 — Gulf Coast High School 3:45 Old Business Chairman • ID Cards 3:50 Other Issues 3:55 Next Meeting /Adjourn Chairman (June 16th @ 3:00pm) 16 -1 12. Frala Halas Henning IL COLLIER COUNTY Coyle CPW CITIZENS CORPS ADVISORY C &I 2004 CERT Collier County Sheriff's Office Collier County Veterans Council RSVP Greater Naples Chamber of Commerce Coast Guard Auxiliary Voting Members Present: Voting Members Absent May 19, Carol Pahl, Chair Capt. Scott Salley James Elson Gerry Sugarman Reg Buxton Walter Jaskiewicz Deborah Horvath American Red Cross Robert Rohland Salvation Army Chief Don Peterson Collier County Fire Chief's Assoc. Nelda Miller CERV (illness) Tom Kuznar Civil Air Patrol Others in attendance: Jim von Rinteln, Collier Emergency Management Gail Swanson, Civil Air Patrol representing Tom Kuznar Jennifer Belpedio, Collier County Attorney's Office Joe Irene, Neighborhood Watch Meeting was called to order by the Chair and the minutes of April 21, 2004 were approved. THREAT UPDATE was given by Jim von Rinteln. Major current threat is wildfires. The County has, to date, experienced several. Carol Pahl commented on how supportive the Red Cross has been during the fires. NEW BUSINESS: General discussion among the members about the Naples Daily News letter to the editor from Ray Caldwallader. Consensus of the members was that Mr. Caldwallader expectations of Citizens Corps was way outside the Citizens Corps mission which is to provide information and encourage volunteers to help when called upon. Reg Buxton has offered to write a reply to Mr. Caldwallader expressing his opinion as a member. Mr. Buxton's letter is not intended as an expression of the Citizens Corps Advisory Committee. Jim von Rinteln mentioned the Naples Daily News editorial on the new Emergency Services Building and felt that the Naples Daily News may not have a complete picture of the building's use. The new building will house not only the Emergency Management Department & Emergency Operations Center, but will house the Sheriff Office Communications (911) operations, EMS Administration and other critical County operations. Schedule of upcoming Hurricane Seminars was handed out. Jim will t-o t Marco island CERT members to attend the Mackle Part seminar. ''' i res: Date: g a8l OL4 qtr €# 1 to LVL-- J eN ?c, r Te:. 16j1 Al2 OLD BUSINESS: ID Cards: Facilities Management is ready to take pictures and issue the ID Cards. Please contact Dennis Nolan. Gail Swanson, CAP announced a change of command. New Commander is Lt. Varsames. Walter Jaskiewicz, Coast Guard Auxiliary, announced 5 day training for the Marco Island Fire Department in water Search & Rescue. The Board of Commissioners is scheduled at its next meeting to declare September as Freedom Month. The 2004 All Hazards Guide is available in Emergency Management. Members are asked to help distribute them to the public. Next meeting is scheduled for June 16, 2004, at 3:00 pm. A motion to adjourn was made, seconded and voted on. Meeting adjourned. 1611. Al2 Florida Division of Emergency Management Daily Status Briefing For the Day of: May 19, 2004 = z Reporting period: 0900 hrs 5/18/04 through 0900 hrs 05/19/04 q4;Y; 1 1. Weather A. State Forecast for Florida Watches and Warnings: No watches and warnings currently issued. Weather Forecast for Florida — National Weather Service Office Miami Wednesday - Patchy morning fog in the Panhandle. Otherwise partly sunny with scattered afternoon showers and thunderstorms in the north and isolated showers in the south. Highs from the mid 80s to around 90. Wednesday Night - Partly cloudy with isolated evening showers or thunderstorms in the north and isolated overnight showers in the southeast and Florida Keys. Lows in the 60s except lower to mid 70s along the southeast coast and Florida Keys. Thursday - Partly sunny with isolated afternoon showers and thunderstorms in the Panhandle and isolated showers in the south. Highs from the mid 80s to around 90. �. Hazardous Weather Outlook Florida — Nothing to report. Tropical Outlook — Will resume on June 1 II. Infectious Diseases A. DOH Health Alerts STATUS — Nothing to report. B. Flu (influenza Activity) Weekly Report hftP://www.cdc.-qov/flu/protecVsick.htm http : / /www. c d c. g o v /flu/ CDC Report on Influenza Page 1 III. Terrorism A. Homeland Security Threat Level The Department of Homeland Security in consultation with the Homeland Security Council has made the decision to move the national threat level to an Elevated risk or level Yellow. Elevated Condition (Yellow). An Elevated Condition is declared when there is a significant risk of terrorist attacks. In addition to the Protective Measures taken in the previous Threat Conditions, Federal departments and agencies should consider the following general measures in addition to the Protective Measures that they will develop and implement: 1. Increasing surveillance of critical locations; 2. Coordinating emergency plans as appropriate with nearby jurisdictions; 3. Assessing whether the precise characteristics of the threat require the further refinement of prepianned Protective Measures; 4. Implementing, as appropriate, contingency and emergency response plans. 1611 Al2 Event T e Reports in last 24 hours Re o ; rts since Sept 11, 2001 Suspicious substances/packages 0 10,498 Bomb Threats 0 288 C. Special Events What Where Date rlins vs. Houston Miami May 19, 2004 vil Ra s vs. Boston KMLB-Marlins Tampa May 19 2004 vil Rays vs. Boston Tampa May 20, 2004 vs. Houston Miami May 20, 2004 MLB - Marlins vs. Arizona Miami May 21, 2004 MLB -Devil Rays vs. Cleveland Tam a May 21, 2004 MLB -Devil Rays vs. Cleveland Tama May 22, 2004 MLB - Marlins vs. Arizona Miami Ma 22, 2004 MLB -Devil Rays vs. Cleveland Tama May 23, 2004 MLB - Marlins vs. Arizona Miami May 23, 2004 AFL -Storm vs. New Orleans Tama May 23, 2004 Page 2 10 E. Terrorism Flews State and Regional 1611 n12 Terrorism Drills Today In Central Florida r`c ':bc Sep nei subs- ipfi o, ., 1 11 - Full -scale terrorism exercises are being held today in Brevard, Volusia and ... Domestic Security Task Force, a partnership of the Central Florida law enforcement ... Terrorism drill planned in Brevard two other counties - = creri Today and rrcre ., Terrorism Drill Starts Today At Port Canaveral '- - ... Domestic Security Task Force, a partnership of the Central Florida law enforcement ... Brevard County has had an anti - terrorism plan in place since November 2000.... National FBI Failed To Warn WTC Of Terrorism ., . of the threat posed by Osama bin Laden until the summer before the 2001 attacks and was not briefed by the FBI on key intelligence about Islamic terrorism.... 9/11 Panel Focuses On Bad Communications - 'tiV'OF Sept. 11 Commission considers NY agencies - � .l yf_° W1 C boss feared anthrax attack - 'tar 7ile Herald - jeoy Jersey , International Nothing reported. Cyber Terrorism /information and Technologies Chem — Bio Nothing reported. Cyber- security Former White House Counterterrorism Expert Roger Cressey Siusi,ness "J' °.tiara : ress reiease; - Cressey will educate participants on emerging cyber security standards and their potential impact on business. A congressional committee ... E- Terrorism: Problems Of Counteraction : ra G. I - Homeland security News A112 [Department of Homeland Security) Check here for most current information from the Department of Homeland Security. State Troopers Join Terror Fight So far, Alabama and Florida are the only states to partner troopers with the Department of Homeland Security (search). But others ... Hurricane Predictions Set Dsast r N.1ev.is iMev.fgcr',f ... FEMA is a division of the Homeland Security Department ... search specialist for NOAA and the National Weather Service's (NWS) National Hurricane Center in Florida.... War With Iraq U.S. Soldier Pleads Guilty To Abuse Charges USA TODAY - Posted 5/18/2004 10:45 PM /Updated 5/19/2004 7:51 AM BAGHDAD (AP) — Spc. Jeremy Sivits, at times struggling to hold back tears, pleaded guilty Wednesday to three counts of abuse in the first court- martial stemming from mistreatment of Iraqi prisoners at the Abu Ghraib prison. Department of Defense IV. Wildland Fire a Fire Weather Warnings Nothing reported. Fire Weather /Draught Indicators Keetch - Byram Drought Index — Link to US Drouaht Monitor Map STATUS: Drier and warmer weather returned tc most of the Southeast, with most locations receiving little or no rainfall. Statewide Average: 449 KBDI Between 400 & 499 — 17 KBDI Between 500 & 599 — 21 KBDI Between 600 & 699 — 4 Page 4 V. KBDI - May 18, 2004 l ., ere. w— O 1W =200 440 4W " 400 740 404 C. Wildland Fires D U.S. Drought Monitor May 11. 2004 N D:lneats U•nm:nl ••"' lnyacts OG�I•n.nrolti Dri :. rkulWral!cl.os. tagules. 01 Oto Art- MnA�aM ,,,tyy�„y -- ' D`Dr a•..t —"': r 03 Dtotim- trt s.H F9n.ulurJ ann W"aniMlcal AD /DIV JM - E NVnal �nlc•Nte 6Htl mt�•.I • •w. (15().1 Qr -. or`ts ees - ro cLa rZ .. Releasad Thursday, May 13. 2M aJ /droughGDtd.edD /dm bt.-2MOMaIrt/s. JAbFrfA W' STATUS: Report below reflects activity from 1/1/04 to 5/09/04 Week of 5/03/04 - 5109/04 59 134.9 MTD — May 69 295.6 Year to Date 1,777 42,604.5 Other A. Gasoline issues Florida Is This Summer's Hot Spot '3e , "s" ` ` _ ... travel season was upbeat, though it cautioned that fast - rising gasoline prices and ... Nearly four of every 10 travelers chose Florida as their most desirable ... Travel agents upbeat for summer - ;7; 7 . oaa; < and more >, Average Gas Price Hits $2 A Gallon ,D61a(xlo S n ine:!'subsc. iwr3o� ; P!_ ... Prices in Florida, including Orlando, lag the rest of the country, but not by much. Tuesday, gasoline in Orlando hit $1.94 a gallon, compared with a $1.97 -a .. Paving at the pump - .=+ t3 v4 CEO,; B. American Red Cross Issues Nothing reported. C. County Reports To State Warning Point Nothing reported. Page 5 05/13/2004 08:27 7755008 Collier Coun Communication & Customer Relations Department 3301 East Tamiami Trail Naples, FL 34112 May 5, 2004 COLLIER CO EM PAGE 01101 16F,$ 1 'E2 Govemment Contact: Sandra Arnold- Lawson Public Information Coordinator (239) 774 -8308 FOR IMARDUTE RELEASE The Collier County Citizen Corps Advisory ComY►titdee will meet on Wednesdrr 3 p.m, in the Board of County Commissioners chambers, located on the third flo , May a at W- Flarmon Turner Building, Collier County Government Center, 3301 E. Tami or of the Naples. ami Frail, In regard to the public meeting: All interested parties are invited to attend, and to register to speak and to submit if any, in writing, to the board /committee prior to the meeting if applicable. Al their objections, speakers will be limited to five (5) minutes unless permission for additional time i grant d public the chairman, s granted by Any person who decides to appeal a decision of the Board of County Commis judicial board will need a record of the Proceedings oners or quasi - to ensure that a verbatim record of the proceedings s made which erecord 'include the may need and evidence upon which the appeal is to be based. es the testimony Collier County Ordinance No. 03 -53, as amended, requires that all lobbyists engaging in any lobbying activities (including, but not limited to, addressing the B before County Commissioners, an advisory board or quasi judicial board), register with the he Board of Board at the Board Minutes and Records Department. Clerk to the If you are a person with a disability who needs any accommodation in order to proceeding, you are entitled, at no cost to you, to the provision of certain ate in this contact the Collier County Facilities Management De assistance. Please Trail, Naples, FL 34112, (239) 774 -8380, at least two Department, priorctoethe tmee0tin E. Tami Assisted listening devices for the hearing impaired are available in the Board of County Assisted Office. ty Commissioners' For more information, call Jim von Rinteln at 774 -8444. 05/05/2004 15:54 7748301 Collier Coun Communication & Customer Relations Department 3301 East Tamiami Frail. Naples, FL 34112 May 5, 2004 COMMUNICATION 16 1 -.Al A 1PA 02/02 Government COMM: Sandra Arnold- Lawson Public information Coordinator (239) 774-8308 FOR IMMEDIATE RELEASE The Collier County adren Corps Advisory Committee will meet on WOdnesdaY, May 9 at 3p.m. in the Board of County Commissioners chambers, located on the third floor of the W. Harmon. Turner Building, Collier County Government Center, 3301 E. Tamiam' Naples. Trail, In .regard to the public meeting: All interested parties are invited to attend, and to register to speak and to submit the objections;! if any, in writing, to the board /committee prior the meeting if applicable. All registered public speakers will be .limited to five (5) minutes unless permission for additional tame is granted by the chairman. Any person who decides to appeal a decision of the Board of County Commissioners or asi- judicial board will need a record of the proceedings pertaining thereto, and therefore, may need to ensure that a verbatim record of the proceedings is made, which..recOrd includes the testim and evidence upon which the appeal is to be based. ony Collier County Ordinance No. 03 -53, as amended, requires that all lobbyists shall, before_ engaging in any lobbying activities (including, but not limited to, addressing the Board df County Commissioners, an advisory board or quasi judicial board), register wi Board at the Board Minutes and Records Department, th tlle Clerk to the lTf you are a person, with a disability who needs any accommodation, in order to participate in t 1s Proceeding, S. $ you are entitled, at no cost to you, to the provision of certain. assistance. Please:' contact the Collier County Facilities Management .Department, located at 3301, E. Tamiami Trail, Naplcs, FL 34112, (239) 774 -8380, at least two days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Office. Commissioners,' ;'0 - For more information, call Jinn von Rinteln at 774 -8444. r -.END- 05/17/2004 12:02 7755008 COLLIER CO EMI 6 11 GE 01/03 A Citizen Corps Advisory Committee Agenda May 19, 2004 3:00 Pledge of Allegiance Chairman - Opening Remarks -Roll Call 3:05 Approval of Minutes Chairman 3:10 Threat Update Emergency Management 3:15 New Business Chairman May 12, NDN Letter to the Editor - New Emergency Services Complex Hurricane Seminars: May 27 — Lely HS June 3 — Mackel Park (MI) June 17 — Gulf Coast High School 3:45 Old Business Chairman • ID Cards 3:50 Other Issues 3:55 Next Meeting/Adjourn Chairman (June 16th @ 3:00pm) • i 1611 AJO i -Collier County Govemment � PF Communication & Customer Relations Department 3301 East Tamiami Trail Naples, FL 34112 May 18, 2004 Contact: Sandra Arnold- Lawson Public Information Coordinator (239) 774 -8308 FOR IMMEDIATE RELEASE NOTICE OF PUBLIC MEETING 2004 HURRICANE SEMINAR THURSDAY, MAY 27, 2004 7 p.m. The Collier County Emergency Management Department, East Naples Fire Control and Rescue District, and the Collier County Sheriffs Office will hold a hurricane seminar to discuss hurricane preparedness on Thursday, May 27 at 7 p.m. at the Lely High School auditorium, located at 1 Lely High School Boulevard, East Naples. This is second of six community hurricane seminars that will be sponsored by the Collier County Emergency Management Department this year. The 2004 All Hazards Guide as well as hurricane re -entry stickers will be available at this event. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Department, located at 3301 E. Tamiami Trail, Naples, FI, 34112, (239) 774 -8380, at least two days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners' Office. For more information, call Jim von Rinteln at 774 -8911. -End- 05/17/2004 12:02 7755008 May l7, 2004 Dear Members, COLLIER CO EM1 ?--GE 02/03 Al .1: Please read the attached Letter to the Editor that appeared in the Wednesday, May 12, edition of the Naples Daily News. This item will appear on the agenda of Wednesdays Citizen Corp Meeting. I would appreciate it if we could have a a short discussion on this. Since Ray Cadwallader may be in attendance, please be prepared to share any thoughts with him. Thank you and I hope to see you all at 3:OOpm on Wednesday. Sincerely, Carol Pahl, Chairperson I, :a h'V ,.I I �f ,T . ..... _____.. 16 1 1 Al2 Need more action s /,-?_/°q Editor, Naples Daily News: The Daily News announced a planned new building for the Collier County emer- gency management center, to be built as a fortress to withstand the ravages of a severe hurricane. Along with this is the supposed develop- ment of a citizen's advisory corps to build up volunteer effort that would generate help from our private sector. , That corps now is not functioning as it should. It has become a place where mem' - bers report on what their respective agen- cies have done in the past month It has be- come a passive organization. The. mission should be to generate new movement in areas relating to terrorism. These persons should be called upon to aid etetcase of an explosion, anthrax poisoning, c. There are many other areas where assist - 'ance could be proffered to .the community such as: ■ Connecting Immokalee Airport with Homeland Security Administration funds for purposes of development of programs relat- ed tb terrorism P :Developing education,pzo�rrams on ecu- mer4cal aspects of the Islanuc faith. ■ Establishing block watch Programs to as list businesses in case of possible attacks. These . oitizens, if organized, ..could have been used for protection when our president recently visited Naples. We. have been fortu- nate so far with very little terrorism activity. Change must come by developing an "en- give" of preventive activity — not just a lo- cation for reporting of past deeds. Ray Cadwallader Naples E0 /E0 39dd W3 00 83I-1-100 BOOGGLL ZO :ZT b00Z /LT /50 161 ialap, ala FienNni Coyle COLLIER COUNTY calotte CITIZENS CORPS ADVISORY COMMITTEE June 16, 2004 Voting Members Present: Carol Pahl, Chair CERT Robert Rohland Salvation Army Scott Salley Collier County Sheriff's Office Reg Buxton Greater Naples Chamber of Commerce Walter Jaskiewicz Coast Guard Auxiliary Voting Members Absent: Deborah Horvath Chief Don Peterson Nelda Miller James Elson Gerry Sugarman Tom Kuznar American Red Cross Collier Fire Chief's Association CERV Collier County Veteran's Council RSVP Civil Air Patrol Also attending: Jim von Rinteln, Collier Emergency Management Lillian Tomasko, Collier Emergency Management, CERV Gerry Sanford, N Naples Fire District Judy Nuland, Collier County Health Department Greg Spears, E. Naples Fire District Bill Norris, Naples Municipal Airport Rick Zyvoloski, Collier Emergency Management Meeting called to order by Carol Pahl, Chair. No Quorum present, meeting will be an informational meeting only. No items will be voted on or decisions taken. Approval of the May 19, 2004 minutes is deferred to the July 21, 2004 meeting. Threat Update was given by Jim von Rinteln who mention that the security desk keeps an updated notebook on the people wanted in regards to terrorism. Capt. Salley has review an FBI document that outlined the current 45 — 46 international organizations that we need to be aware of. 75% of the terrorist organizations have some kind of link to Iraq. Gail Swanson asked what should citizens look for, what is suspicious activity? Capt. Salley: The Sheriff s Office used to have a 4 hr academy that citizens could attend. He will ask the Sheriff to start it up again. It will review what citizens can do. Identity and Credit Card theft are also very prevalent. One way to track terrorist activity is through financial activity.```" Cactus' Dy1a: 6 IteLmN lb a-)t 1C- LZ-- r- 1611 P,12 Citizen Corps Advisory Committee Agenda June 16, 2004 3:00 Pledge of Allegiance Chairman - Opening Remarks -Roll Call 3:05 Approval of Minutes Chairman 3:10 Threat Update Emergency Management 3:15 New Business Chairman - Meeting attendance /date -time - Citizen Corps Status Report to BCC - Hurricane Seminars: • June 17 — Gulf Coast High School • July 7 — Naples Philharmonic (w /WINK TV) • July 21 — School Admin Center (w/Fox TV) 3:30 Old Business Chairman • ID Cards • May 12, NDN Letter to the Editor • All Hazards Guides 3:50 Other Issues • Local Mitigation Update Rick Zyvoloski 3:55 Next Meeting /Adjourn Chairman (July 21 st @ 3: OOpm ?) 16 {1 p12 New Business: Meeting attendance — If you cannot attend a meeting, please send a representative who can report back on what transpired at the meeting. Asked for suggestions on changing the meeting date. No suggestions were given. The Board of County Commissioners at the July 27th meeting are going to ask the Citizens Corps for a status report. A handout was distributed outlining the areas to be covered. Members were asked to bring back an update on their organization to the next meeting. Update to be based the areas covered in the handout. The information will be used to prepare the report. Walter Jaskiewicz presented a Certificate of Appreciation to the Emergency Management Department and the Citizens Corps from Flotilla 95 Coast Guard Auxiliary for assisting in promoting the goals and mission of the US Coast Guard. Citizens Corps & Emergency Management have assisted the Coast Guard Auxiliary in obtaining grants, giving seminars, etc. Flotilla 95 has received an award from the Coast Guard, District for the Boat Preparation Seminars they have given. Over 843 people have requested the booklet put out by the Flotilla. Carol Pahl: Hurricane Seminars, there is one tomorrow night at Gulf Coast High School, please encourage the public to attend these seminars. There will also be seminars on July 7 at the Naples Philharmonic and July 21 at the Public School Administration Bldg. Bob Rohland: The Salvation Army, Naples participated in a Bio- Hazard Disaster Exercise at Lee Memorial Hospital on June 4th. Both the Naples and Lee County Salvation Army were there to offer support to those "caring" for the victims. It was a great learning experience and will help us to better serve locally. Gail Swanson: The CAP attended a Florida Wing Conference in Ft. Lauderdale. Tom Kuznar and I were able to talk with Headquarters for Florida about our participation in Citizens Corps and our interaction with other emergency services. Headquarters was very enthusiastic about our participation and are encouraging other Florida CAP to be involved with their local Citizens Corps and /or County's emergency services. I would like to invite the board members to speak at our Tuesday meetings once the "season" starts. Jerry Sandford, N Naples Fire District, CERT A meeting of all the CERT Coordinators was held and they are planning a Mutual CERT Disaster Drill for Collier County on July 31. All Citizens Corps members and the Board of County Commissioners and Fire District Commissioners are invited. The next CERT Coordinators' meeting is July 19th and we will have more information after the meeting. It is July 31, 9:00 am and will be followed by a BBQ. One of the advantages will be that all the CERT teams will get a chance to meet one another. Joint drills and exercises are planned to be held quarterly. Walt Jaskiewicz: Coast Guard Auxiliary is organizing for July 16 or 17 a 2 hour daily course over a 5 day period a course for emergency service personnel involved with water response. It is 16116.12 a Coast Guard approved course that will cover towing, and weather, search & rescue patterns. If interested, please contact me. Mackle Part is the location. Old Business If you haven't gotten your ID Card, see Facilities Management Carol Pahl thanked Reg Buxton for his letter to the Editor, Naples Daily News in response to the May 12 letter from Ray Cadwallader. Rick Zyvoloski: LMS Working Group Update Reg Buxton is the vice -chair of the working group. Meetings are the 3`d Friday of the month in Bldg B, Human Resources Building. Have 17 people interested in being voting members and 3 want to be non - voting members. Have representatives from the Cities of Naples and Everglades but need a Marco Island representative. Will contact Marco Island City Manager and request that he appoint someone. Are working on a vulnerability analysis. FEMA has 12 hazards that we are specifically addressing. A report should be ready to send to the State this week. Will then focus on the Community Rating System. If we have a good program, flood insurance rates will be lower. Final draft should be ready for public review by September 31 Sc Amateur Radio Operators (HAM) provide communications in time of disaster. Can provide a vital service. Emergency Management is offering a HAM Operator Class — a six week, 2.5 hour per night per week course. Conducted by volunteer instructors and charges are only for the materials and the test. License is good for 10 years. Kids are welcome. For information, email Rick at richardzyvoloskina collier ov net. Emergency Management's HAM radio volunteers are a part of CERV. Next meeting: July 21, 2004 to address the information requested by the Board of Commissioners. Time: 3:00 pm, Commissioners Board Room, Bldg F. Meeting adjourned. 161.1 p12 BCC Update Report • November 2002 through July 2004 (see attached mission statement) • Grants received in which CC affiliation was used - amount of grant - enhancement to CC (if any) • CC activates participated in during this period - Seminars - Training (EM, ARC, FEMA) • Program enhancements during this time - Public Information/education - Addition of volunteers due to CC • Synergies gained through CC program (working with other CC groups) • Any programs /activities done in the Immokalee community • Any activities or coordination with Ave Maria University Citizen Corps: Councils 1611 A Page 1 of 2 Are You Ready? v%juimai P royiies and Resources Programs & Partners The mission of Citizen Corps is to harness the power of every individual throe Citizen corps councils education, training, and volunteer service National Citizen Corps to make communities safer, stronger, and better prepared to respond to the thre Council terrorism, crime, public health issues, and disasters of all kinds. ,Citizen Corps Councils The Citizen Corps mission is accomplished through a national network of state, local, Around the Country tribal Citizen Corps Councils. These Councils build on community strengths to implen Find Nearby Councils Citizen Corps programs and will carry out a local strategy to have every American Citizen Corps State PQC participate. Currently there are: t_ist Register Your Council 53 State/Territory Citizen Corps Councils and 1,195 County /Local /Tribal Citizen Corps Councils Council Profiles and Which serve 139,615,698 people or 48 % of the total US population Resources State Liability taws Click here to view a map of where these Councils are located or click here to view a Citizen Corps Web Banners the Councils. Use of Citizen Corps Logo Council Login News & Events L '�k A :bC The Citizen Corps Guide for Local Officials provides suggestions for how to form a Citizen Corps Council and how to get the programs and other activities started in your community. Download Acrobat Reader .A Guide for Local Officials (PDF, 572 KB) Accessible file (Text, 73 KB) 0 Citizen Corps Overview: Power Poir Presentation (PPT, 1.0 MB) The Citizen Corps 2002 Annual Report provides information about Citizen Corps in every state based on data compiled by January 29, 2003. Everyone can do something to help make our families and our communities safer thr Personal responsibility: Developing a household preparedness plan and disasters kits, observing home health and safety practices, implementing disaster mitigation measures, and participating in crime prevention and reporting. Training: Taking classes in emergency preparedness, response capabilities, first aid fire suppression, and search and rescue procedures. Volunteer service: Engaging individuals in volunteer activities that support first re! disaster relief groups, and community safety organizations. Everyone can do someth support local law enforcement, fire, emergency medical services, community public I efforts, and the four stages of emergency management: prevention, mitigation, resp and recovery efforts. http: / /www.citizencorps.gov /councils/ 6/11/2004 Citizen Corps: Councils 1611 Al2 Page 2 of 2 Local Citizen Corps Councils will: • promote and strengthen the Citizen Corps programs at the community level, Volunteers in Police Service programs, CERT teams, Medical Reserve Corps ur Neighborhood Watch groups; • provide opportunities for special skills and interests; • develop targeted outreach for the community, including special needs groups; • provide opportunities of training in first aid and emergency preparedness; • organize special projects and community events; • encourage cooperation and collaboration among community leaders; and • capture smart practices and report accomplishments; and • create opportunities for all residents to participate. Starting a Citizen Corps Council in your area will help create the groundwork for the term security of our neighborhoods, our communities, and our nation. DEPARTMENT of HoMi"L.ar About Citizen Corps j Privacy Policy Accessibility j USA Freedom Corps ! DHS I ODP I FEMA I Other RC- SOLII-CeS http: / /Www.citizencorps.gov /councils/ 6/11/2004 LMS Group Status 1611 Al2 Meet on the 3rd Friday of each month @ 0900 in the classroom of Supv of Elections old build (located next to the Co Admin Center). Membership: Over 80 e -mails sent 17 said they wanted to be voting 3 wanted to attend, but not voting Jurisdictions Represented: EGC, Naples On -Going Hazard Vulnerability/Risk analysis can be viewed via: http://www.collierem-org/ims/workingibasic.htm By August 31, 2004: Shall provide the Department with the Third Contract Period Deliverable consisting of: 1. A mitigation strategy that provides the jurisdiction's blueprint for reducing the potential losses identified in the risk assessment based on existing authorities, policies, programs and resources, and its ability to expand on and improve these existing tools. The Mitigation Strategy shall address FEMA's Floodplain Map Modernization Program and Repetitive Loss Initiative including: prioritization of mitigation measures towards repetitive loss properties; fulfillment of CRS planning requirements, and FEMA's on -going field and database verification projects for repetitive loss properties. 2. A description of mitigation goals to reduce or avoid long -term vulnerabilities to the identified hazards. 3. A plan section that identifies, evaluates, and analyzes a comprehensive range of specific mitigation actions and projects being considered to reduce the effects of each hazard identified, with particular emphasis on new and existing buildings and infrastructure. 4. An action plan describing how the actions identified will be prioritized, implemented, and administered by the local jurisdiction. This Section shall include the implementation timeline; the funding sources or other resources that will be used to implement the strategy, when possible; and the agency or personnel responsible for carrying out these actions. For FEMA program funding these mitigation measures must be cost effective, environmentally sound and technically feasible. The local jurisdiction and the State must prioritize the measures based on these criteria. 5. Individual action items for each jurisdiction requesting FEMA approval of or credit for the plan. For FEMA program funding these mitigation measures must be cost effective, environmentally sound and technically feasible. The local jurisdiction and the State must prioritize the measures based on these criteria. s. A plan section describing the method and schedule of monitoring, evaluating and updating the mitigation plan within a five -year cycle. 7. A description of the process by which local jurisdictions incorporate the requirements of the mitigation plan into other planning mechanisms such as comprehensive or capital improvement plans, when appropriate. process. 8. A discussion on how the community will continue public participation in the ongoing mitigation planning 16,11 Al2 PROPOSAL: Citizen Corps vote to establish the Local Mitigation Strategy (LMS) Working Group as a body to develop and coordinate the Collier County Hazard Mitigation Plan. MEMBERSHIP TO THE LMS WORKING GROUP: The Citizen Corps must select the working group's Chair and Vice - Chair, per Fla Administrative Rule 9G -22. Because the Hazard Mitigation Plan is so much like other plans that the Emergency Management Department is responsible for and monitored by the Florida division of emergency Management, recommend the Chair be the Emergency Management Director and the Vice -Chair be the Emergency Management Planning Coordinator. At a minimum, the working group be composed of representatives from the following agencies. Names will be submitted through the Emergency Management Department to the Citizen Corps for approval. • Representative from the City of Naples • Representative from the City of Marco Island • Representative from Everglades City. • Representative from Pelican Bay (?? ?) • Representative from Immokalee • Representative from Ave Maria University • Flood Plain Managers from Collier County and the Cities • Collier County Transportation Division • Collier County Community Development & Environmental Services Division • Collier County Administrative Services Division • Collier County Public Utilities Division • Collier County Public Services Division • Collier County Health Department • Collier County Sheriffs Office • Collier County Public Schools • Collier County Fire Chiefs' Association • SW Florida Regional Planning Council • Florida Department of Forestry • Naples Chamber of Commerce • ? ??? Chamber of Commerce • Naples Community Hospital • Cleveland Clinic • International College • American Red Cross • Florida Power & Light • Lee County Electric Cooperative • Other Interested Citizens /Groups CONDUCT OF THE MEETING: The Working Group will conduct their meetings according to "Robert's Rule of Procedure ". Responsibilities of the Working Group are covered in 9G- 22.004, F.A.C. 1611 Al2 COLLIER COUNTY CITIZENS CORPS ADVISORY COMMITTEE Voting Members Present: Voting Members Absent May 19, 2004 Carol Pahl, Chair Capt. Scott Salley James Elson Gerry Sugarman Reg Buxton Walter Jaskiewicz Deborah Horvath Robert Rohland Chief Don Peterson Nelda Miller Tom Kuznar CERT Collier County Sheriff's Office Collier County Veterans Council RSVP Greater Naples Chamber of Commerce Coast Guard Auxiliary American Red Cross Salvation Army Collier County Fire Chiefs Assoc. CERV (illness) Civil Air Patrol Others in attendance: Jim von Rinteln, Collier Emergency Management Gail Swanson, Civil Air Patrol representing Tom Kuznar Jennifer Belpedio, Collier County Attorney's Office Joe Irene, Neighborhood Watch Meeting was called to order by the Chair and the minutes of April 21, 2004 were approved. THREAT UPDATE was given by Jim von Rinteln. Major current threat is wildfires. The County has, to date, experienced several. Carol Pahl commented on how supportive the Red Cross has been during the fires. NEW BUSINESS: General discussion among the members about the Naples Daily News letter to the editor from Ray Caldwallader. Consensus of the members was that Mr. Caldwallader expectations of Citizens Corps was way outside the Citizens Corps mission which is to provide information and encourage volunteers to help when called upon. Reg Buxton has offered to write a reply to Mr. Caldwallader expressing his opinion as a member. Mr. Buxton's letter is not intended as an expression of the Citizens Corps Advisory Committee. Jim von Rinteln mentioned the Naples Daily News editorial on the new Emergency Services Building and felt that the Naples Daily News may not have a complete picture of the building's use. The new building will house not only the Emergency Management Department & Emergency Operations Center, but will house the Sheriff Office Communications (911) operations, EMS Administration and other critical County operations. Schedule of upcoming Hurricane Seminars was handed out. Jim will try to get Marco Island CERT members to attend the Mackle Part seminar. 1611 Al2 OLD BUSINESS: ID Cards: Facilities Management is ready to take pictures and issue the ID Cards. Please contact Dennis Nolan. Gail Swanson, CAP announced a change of command. New Commander is Lt. Varsames. Walter Jaskiewicz, Coast Guard Auxiliary, announced 5 day training for the Marco Island Fire Department in water Search & Rescue. The Board of Commissioners is scheduled at its next meeting to declare September as Freedom Month. The 2004 All Hazards Guide is available in Emergency Management. Members are asked to help distribute them to the public. Next meeting is scheduled for June 16, 2004, at 3:00 pm. A motion to adjourn was made, seconded and voted on. Meeting adjourned. 1611 Al PARKS AND RECREA TION AD VISOR Y BOARD MEETING VETERANS COMMUNITY PARK AUGUST 18, 2004 2: 00 pm (1895 Veterans Park Drive) I. CALL TO ORDER H. PLEDGE OF ALLEGIANCE III. INVOCATION IV. APPROVAL OF MINUTES V. AWARD -no insert VI. NEW BUSINESS A. Sugden Regional Park Connection — Botanical Place PUD Aaron Blair, Executive Director, Bayshore /Gateway Triangle Redevelopment Area - CRA B. City of Naples C. Best Friends Neighborhood Park D. Beach and Water Access — Workshop September 8`h, 2004 VII. OLD BUSINESS VIII. SPECIFIC UPDATES — no inserts A. North Naples Regional Park B. Caribbean Gardens Workshop C. Immokalee Airport Property D. Goodland Property IX. REPORTS/UPDATES A. Monthly Report B. BCC Recaps C. Special Event Calendar D. Parks Update E. Recreation Update F. Adopt A Park X. MEETING SCHEDULE XI. MEMBER/ADDDRESS LIST .i4 6 1 Ili: las, Henning_�__i Cyle PARKS AND RECREATION ADVISORY BOARVp gTT Vineyards Community Park, June 16, 2004 Present: John Ribes, Chairman Mary Ellen Rand John MacDougall Joseph Overbeck Absent: Ski Olesky, Vice Chairman Frank Donohue Staff. Marla Ramsey, Interim Public Services Administrator Murdo Smith, Interim Parks and Recreation Director Amanda Townsend, Operations Analyst Joe Delate, Sr. Project Manager Ray Carter, Operations Manager John Veit, Parks Superintendent Steve Whittier, Recreation Superintendent Barbara Johnson, Sr. Administrative Assistant Others: Barbara Bateman, Naples Park Area Association Rudolph Mathys, Naples Park Area Association Anne Knowlton, Naples Park Area Association Chris Carpenter, Naples Park Connie Stegall - Fullmer, Goodland Coalition Mireidy Fernandez, Naples Daily News I. Call to Order II. Pledge of Allegiance III. Invocation IV. Minutes of May 19, 2004 approved V. Award -none RECEIVED AUG 18 2004 Board of County Commissioners Joe Overbeck, new PARAB member, was introduced to those present VI. New Business John Ribes, Chairman 1 Cw;es To: L3 1611 Ali Regarding the Naples Park Survey last meeting, in my attempt to keep the meeting in order and move along, I slighted one of our members and I officially apologize for that. Mary Ellen did not give her opinion when others did, and I apologize for that to Mary Ellen A. Naples Park Survey Form — The survey form included in the packet was based on the Livingston Woods survey. Because Barbara Bateman and Ellen Tomasiewicz have not yet reviewed the form, there may be some minor revisions. The most current mailing list available for property owners will be used. This packet provides a two -week turn around with the returns being postmarked by the deadline of July 7th. Discussion took place about the length of the turnaround period due to people being on vacation this time of year. Motion by John MacDougall and seconded by Mary Ellen Rand — We have a 4 week return window for return of survey. Passed 4 -0. The mailing will take place on June 28'x' and responses postmarked by July 26`h. This will still allow time for the results to be tabulated for the August 18`h PAR.AB meeting. Barbara Bateman and Ellen Tomasiewicz will witness the opening of the responses. Motion by John MacDougall to substitute the last sentence on the survey form with the last bullet on the second page. Seconded by Joe Overbeck. Passed 4 -0. Removed was "Vote and tell us what you want" and replaced with -- "development of the park will be steered by a committee of neighborhood residents ". A copy of the Neighborhood Park Policy will not be included with the survey — the issue at hand is not designing the park, but whether or not one is desired; however mention will be made that the policy is available if someone wishes to see it. The sheet "What You Should Know About Best Friend Park" will be included. The Neighborhood Policy does not specify specific types of playground equipment and any fencing provided is for safety purposes only — usually around an area where small children are playing. The design of the facility would take place after it is determined the citizens want the park. B. Bayview Fishing Opportunities - John Veit met with PBS regarding the presentation that Jack Patterson made to the Board of County Commissioners for more fishing areas at Bayview. The section of the park in question has been recently redone and this is a good time to put in two fishing areas, each 6' wide, 30' long over the rip rap like a dock that will provide safe fishing. Motion by Mary Ellen Rand — Support development of fishing areas in Bay View Park. Seconded by John MacDougall. Passed 4 -0. C. Mr. Ginsberg's Recommendation regarding Beach Access: 4 1611 "13 _ Mr. Ginsberg requested that the Department keep a log, by area, of people who were "kicked" off the beach because it was private. Some funding could be affected if there is no public access to those beaches. All beaches are public, but can you have access to it? Some people feel that one can only walk on the wet sand and that the public may be harassed if walking on the dunes. A log will be kept, a data base established, and this tool will provide information for any particular location that may be producing numerous complaints. VII. OLD BUSINESS -none VIII. SPECIFIC UPDATES Vanderbilt Inn Status — Although this would be an important piece of property for acquisition by the County, there are no moneys available. When the PUD was brought forth the Department negotiated for an access to the beach. That plan was for a 100' high building with 17' variance on top, and in return the County was offered beach access, 60 parking spaces and a restroom facility. Then the moratorium of 75' height on buildings went into effect and the issue was dead. Funding possibilities were discussed. A separate impact fee would be very high and builders will oppose it. After the existing impact fees were raised, the Department did not see additional funds because the rate of building new structures slowed. Bonding requires collateral, which the County has already pledged for other projects. There are several single family homes in the area that run between 4 -6 million dollars, and if two together were obtained there would be an opportunity for a small park. Wiggins State Park — staff has not been successful in the attempt to acquire an access at this location and feels that the Management Plan allows a larger capacity than what is currently being allowed. Motion by John MacDougall: Have workshop meeting in September organized/orchestrated by staff and date to be made in consultation with staff. Workshop to be held at Vineyards Community Park. Seconded by Mary Ellen Rand. Passed 4 -0. Start date would be 6:00 pm. The purpose of the meeting would be to determine the direction to take to obtain more beach access in preparation for discussion with BCC. A. North Naples Regional Park All plans are being re- reviewed with staff working toward the goal of going before BCC on July 27th, and the opening of the park in the spring of 2006. 3 16x1 A13 B. Caribbean Gardens Workshop Everyone attending the workshop was in support of keeping the Caribbean Gardens. The presentation made stated all questions and situations that existed — not solutions. It was agreed that BCC be asked to approve a referendum being placed on the ballot and a committee formed to look at alternative funding as well as two charette site plans should the referendum fail. The zoo occupies 52 acres of the proposed 140 acres to be purchased. IX. REPORTS/UPDATES A. Monthly report — Revenue report was distributed. B. BCC Recaps — no comments C. Special Event Calendar — Ice Cream Social, Fourth of July events D. Parks Update — Joe Delate reviewed the list. E. Recreation Update — information in packet. 1,449 kids in summer camp this year. F. Adopt A Park — Frank Donohue absent Ski Olesky's wife passed away Sunday. There will be a Celebration of Life, open to the public, at Lake Trafford next Sunday. Lake Trafford Park will be renamed Ann Olesky Park. Public Input — Connie Fullmer Ms. Fullmer expressed concern regarding a marina's request for rezone of the use of a parcel of County owned land at the foot of Goodland bridge. This marina owner has had problems /violations in the past, and now wishes to tear down the facility and build a hotel; however, the size of the units are more in order of being a condo. He has a lease with the County that will expire in three years; in order to get a zoning change from the City of Marco he would need a lease longer than the remaining three years. Would Parks and Recreation have a use for this piece of property? PARAB members recommend further investigation. Ms. Fullmer requested that Marla Ramsey send a "heads -up" e-mail to the County Attorney regarding the lease expiration. Next PARAB meeting will be August 18th at Veterans Community Park. Meeting adjourned at 4:30. 0 --l'- 4 ("+ayle _' coletta —.—� SECENW 1611 A 14`6' ; ` 0 Board of County Commissioners Regular Meeting Wednesday August 18, 2004 8 :30 A.M. - 10:00 A.M. 750 South 5th Street Immokalee, Florida 34143 1. General Matters a. Roll Call b. Approval of Agenda C. Staff Announcements d. Minutes of June 16, 2004 2. Old Business a. Smart Growth Committee - Proposed Mixed Use Subdistricts 3. New Business a. Toward a Revised Immokalee Land Development Code 4. Committee & Staff Comments 5. Public Comments 6. Scheduled Next Meeting - September 1, 2004 7. Adjournment All meetings will be publicly noticed in the W. Harmon Turner Building (Building F), on the Immokalee Area Master Plan Restudy website, posted at the Immokalee Public Library and provided to the County Public Information Department for distribution. Please call Glenn E. Heath, AICP, Principal Planner, at (239) 403 -2323 for additional information. In accordance with the Americans with Disabilities Act, persons needing assistance to participate in any of these proceedings should contact Glenn E. Heath, ---- ..•,.., a A1CP, Principal Planner at least 48 hours before the meeting. The public should be advised that members of the Immokalee Area'Mof Hoc Committee are also members of the following Boards arhd EZDA/Community Redevelopment Advisory Board (H.B. `Benny' Starling, Flo d Crews, .4 X ,`f St 161IA-1-4 Fred Thomas, and Raymond Holland); lmmokalee Fire Commission (Floyd Crews, Leo Rodgers); Collier County Housing Authority (Floyd Crews, H.B. `Benny' Starling). In this regard, matters coming before the lmmokalee Area Master Plan Ad Hoc Committee may come before one or more of the referenced Boards or Committees from time to time. 1.611 �A14 Immokalee,Area:Master Plan: Restudy Committee Minutes From June 16, 2004 - Meeting Of August 4, 2004 Agenda Item #1.d. The Chairman opened the meeting at 8:40 a.m., on June 16, 2004. The meeting was held in the main conference room of the Immokalee Career & Service Center, at 750 South 5 1 Street, Immokalee, FL 34143. La. Roll Call — Members Present: Gary Holloway, Benny Starling, Raymond Holland, Esmeralda Serrata and Fred Thomas. Leo Rodgers arrived late at 9:10 a.m. Clarence Tears was on military leave, Ed Olesky was on bereavement leave and Floyd Crews was on vacation. Staff present: Glenn Heath and Kristy Nimnuan. Others present: Sgt. Mansberger and Denise Blanton. Motion to approve the minutes from May 26th was made by Esmeralda Serrata and seconded by Raymond Holland. Passed unanimous. Smart Growth - Proposed Mixed -Use subdistrict discussion tabled until next meeting. Next meeting was scheduled for July 21, 2004. Meeting was adjourned at 9:45 a.m. 1 Exhibit A 1 I fl Smart Growth GOPs „ Future Land Use Element CPSP - 2003 -15 OBJECTIVE 7 In an effort to support the Dover Kohl & Partners publication Toward Better Places. The Community Character Plan for Collier County Florida promote smart growth policies and adhere to the existing development character of Collier County, the following policies shall be implemented for new development and redevelopment projects where applicable Policy 7.1 The County shall encouraqe developers and property owners to connect their properties to fronting collector and arterial roads except where no such connection can be made without violatinq intersection s acin re uirements of the Land Development Code Policy 7.2 The County shall encourage internal access or loop roads in an effort to help reduce vehicle congestion on nearby collector and arterial roads and minimize the need for traffic signals Policy 7.3 All new and existing developments shall be encouraged to connect their local streets and their interconnection points with adioining neighborhoods or other developments regardless of land use type Policy 7.4 The County shall encourage new developments to provide walkable communities with a blend of densities common open spaces,_., civic facilities and a rancie of housing prices and types Policy 7.5 The County shall encourage mixed -use development within the same buildings by allowing residential dwellinq units over and /or adiacent to commercial development. This policy shall be implemented through provisions in specific subdistricts. Policy 7.6 The County shall explore the creation of an urban "greenwav" network along existing major canal banks and powerline easements Policy 7.7 The Community Development and Environmental Services Division will continue to research smart growth practices in an effort to improve the future of Collier County by specifically addressing land use and transportation planning techniques for inclusion in future land development regulations Words are deletions; words underlined are additions 60 Aj 14 IMMOKALEE A REA MASTER FLAN RESTUDY COMMITTEE STAFF ANNOUNCEMENTS August 18, 2004 Agenda Item # l.c. INTERIM STATUS OF COMMITTEE Due to a communications issue, the Draft Ordinance creating the Immokalee Master Plan and Visioning Committee was not brought to the Board of County Commissioners at the July 27, 2004 BCC Hearing as originally intended. The Draft Ordinance has been resubmitted to the BCC for its September 14, 2004 Hearing. Every indication is that the Ordinance will be adopted. Until such time as the new Committee is appointed, the current Immokalee Area Master Plan Restudy Committee will continue to operate and may continue to conduct business in its customary manner. AVE' MARIA DRI On May 12, 2004, Ave Maria Utility Company, LLLP (AMUC) notified the Collier County Water & Wastewater Authority of its intent to file an application for water and wastewater certification to serve the Ave Maria Development, located in eastern Collier County, southwest of Immokalee. The Company's formal application is to be submitted to the Authority on or about August 18, 2004. The Southwest Florida Regional Planning Council (SWFRPC) received "The Town of Ave Maria Development of Regional Impact Application for Development Approval (Ave Maria ADA) on July 23, 2004. Collier County received its copies of the ADA on the same day. The County has until August 18, 2004 to submit sufficiency questions on the application to the SWFRPC. EVALUATION & APPRAISAL REPORT (EAR) STATUS Collier County's Second Evaluation & Appraisal Report, containing the Immokalee Area Master Plan (TAMP) Evaluation prepared in conjunction with this Committee, was adopted by the Collier County Board of County Commissioners on Tuesday, July 27, 2004. Staff intends to formally transmit the EAR Report to the Florida Department of Community Affairs (DCA) and other review agencies on August 27, 2004. 1611A14 IMMOKAM E AREA:MASTER' FLAN RE5'T�JDY C01tTITTEE Smart Growth Committee — Proposed Mixed Use Subdistricts August 18, 2004 Agenda Item # 2.a. BackL-round: Collier County's Community Character /Smart Growth Advisory Committee has recommended changes to the Collier County Growth Management Plan to establish four new or revised Mixed Use Subdistricts in the Future Land Use Element, Golden Gate Area Master Plan and Immokalee Area Master Plan. These Subdistricts, which expand upon earlier work by the Community Character /Smart Growth Advisory Committee, would allow the development of areas of mixed residential and commercial uses. Due to staff time constraints, the Collier County Planning Commission (CCPC) did not review the Community Character /Smart Growth Advisory Committee Amendments at its regular May 20, 2004 meeting, as staff did not have those amendments ready for hearing. Originally staff intended to delay transmittal of these amendments (to the Florida Department of Community Affairs) until some time in the fall. However, due to interest from the County Commission, the County Manager determined that these amendments would go forward as part of the 2003 Cycle 1 amendment transmittal package. Therefore, the CCPC reviewed the amendments at its June 3, 2004 meeting and the Board of County Commissioners then was able to review the amendments at the scheduled transmittal hearing on June 8, 2004. The Communitv Character /Smart Growth Committee: Collier County's Community Character /Smart Growth Advisory Committee was created on June 26, 2001. The Committee's tenure was originally supposed to expire in 2003. However, the Committee's existence has twice been extended and it is currently set to expire (or sunset) in June of 2005. The initial purpose of the Committee was to aid County staff and consultants in the development of the County's Community Character Plan. However, since the completion of that plan the Committee has been assigned the task of introducing "smart growth" principles and practices into the County's Growth Management Plan and Land Development Code. The Committee membership includes two planning commissioners, development industry representatives and representatives of environmental organizations. 1611 N414 Draft Amendment Lanimne: The amendments recommended by the Committee include both additions to and deletions of existing language and provisions within the Future Land Use Element (FLUE). The language presented in this agenda item is the "clean" version, representing the language that would ultimately be placed in the FLUE. Residential Mixed Use Neighborhood Subdistrict: "The purpose of this subdistrict is to encourage human - scaled, pedestrian- oriented, interconnected residential neighborhood projects that include a mix of commercial uses, civic amenities, and institutional uses that complement each other. The purpose of the commercial component is to provide retail, office and personal service uses to serve the needs of the subject neighborhood and surrounding residential neighborhoods where there is no existing nearby opportunity for those commercial needs to be met. Within the commercial component, mixed -use residential /commercial is allowed. The commercial component may be located internal to the project or along the boundary; if externally located, frontage and access should be restricted so as not to promote strip commercial development. A grid pattern is usually the basis for the transportation network and typically includes interconnections for vehicles, pedestrians and bicycles. Within one year of the effective date of this subdistrict, the Land Development Code shall be amended, as necessary, to implement this subdistrict. Projects utilizing this Subdistrict shall comply with the following standards and criteria: a. Uses in the commercial component are limited to those allowed in the C -1, C -2 and C -3 zoning districts as contained in the Collier County Land Development Code as of the date of adoption of this Plan amendment. b. The boundaries of the commercial component shall be no closer than '/z mile radial distance from the boundaries of the nearest site zoned commercial, developed commercial, or designated in the Growth Management Plan for commercial uses. c. The commercial component shall be no larger than 10 acres in size and shall not exceed 80,000 square feet of gross leasable floor area. d. A maximum of one acre of land for commercial uses is allowed for each five acres of land for residential uses. e. No single tenant in the commercial component shall exceed 15,000 square feet of gross leasable floor area, except that a grocery store or supermarket shall not exceed 45,000 square feet of gross leasable floor area. f. The maximum floor area ratio for commercial uses is 0.25. 0 1611A14 g. For freestanding residential uses, acreage to be used for calculating density is exclusive of the commercial component and of any component acreage for a use with a residential equivalency, e.g. ALF -adult living facility. For properties not located in the Urban Residential Fringe, eligible density shall be as allowed by the Density Rating System, or as allowed under the existing residential zoning district, or as otherwise allowed by Policy 5.1. For properties located in the Urban Residential Fringe, eligible density shall be as allowed by that Subdistrict. h. For residential uses located within the commercial component of the project — whether located above commercial uses in the same building, in an attached building, or in a freestanding building - density is calculated based upon the gross project acreage. For properties not located in the Urban Residential Fringe, eligible density is the base density allowed by the Density Rating System, less any reductions. For properties located in the Urban Residential Fringe, eligible density shall be as allowed by that Subdistrict. i. The project is encouraged to contain a grid street system, or portion thereof, so as to afford maximum opportunity for interconnections with surrounding properties and to provide multiple route alternatives. j. The commercial component shall be interconnected with the residential component of the project by streets, sidewalks or other pedestrian pathways, and bike lanes, unless precluded by the existence of wetlands or other environmentally sensitive habitats. In such instance where this preclusion exists, no less than one type of interconnection shall be provided. k. The project shall provide street, pedestrian pathway and bike lane interconnections with adjacent properties, where possible and practicable. 1. All buildings shall be limited to five stories in height, inclusive of under building parking. m. The commercial component of the project shall be internally located with no direct access to adjacent external roadways, or the commercial component must have frontage on a road classified as an arterial or collector in the Transportation Element. n. If the commercial component is not internally located, then its frontage shall be no greater than twice its depth. o. For projects located along an arterial or collector road, the number and type of access points shall be limited, as appropriate, so as to minimize disruption of traffic flow on the adjacent arterial or collector roadway." 9 1611 A14 Commercial Mixed Use Subdistrict: "The purpose of this subdistrict is to encourage the development and re- development of commercially zoned properties with a mix of residential and commercial uses. The residential uses may be located above commercial uses, in an attached building, or in a freestanding building. Such mixed -use projects are intended to be developed at a human - scale, pedestrian- oriented, and interconnected with adjacent projects — whether commercial or residential. Within one year of the effective date of this subdistrict, the Land Development Code shall be amended, as necessary, to implement this subdistrict. Projects utilizing this Subdistrict shall comply with the following standards and criteria: 1. This subdistrict is applicable to the C -1 through C -3 zoning districts, and to commercial PUDs and the commercial component of mixed use PUDs where those commercial uses are comparable to those found in the C -1 through C -3 zoning districts. 2. Commercial uses and development standards shall be in accordance with the commercial zoning district on the subject property. 3. Residential density is calculated based upon the gross commercial project acreage. For property in the Urban Residential Fringe Subdistrict, density shall be as limited by that Subdistrict. For property not within the Urban Residential Fringe Subdistrict but within the Coastal High Hazard Area, density shall be limited to four dwelling units per acre. For property not within the Urban Residential Fringe Subdistrict and not within the Coastal High Hazard Area, density shall be limited to sixteen dwelling units per acre. 4. In the case of residential uses located within a building attached to a commercial building or in the case of a freestanding residential building, building square feet and acreage devoted to residential uses shall not exceed fifty percent (70 %) of the gross building square feet and acreage of the project. 5. Street, pedestrian pathway and bike lane interconnections with adjacent properties, where possible and practicable, are encouraged." Staff Recommendation: Staff is recommending that the Restudy Committee consider and make recommendations on the following: 1. Should the proposed Subdistricts be allowed within the Immokalee Area Master Plan? 2. If allowed, should the use of the Subdistricts occur through developer application (i.e., a developer applies to use the Subdistrict as part of a PUD Rezone 4 1611 A14 Application), or through direct designation by the County (i.e., the County designates a specific portion of the Immokalee Community as being the Subdistrict)? 3. If allowed, should changes be made to the various Subdistrict language and/or provisions in applying them to the Immokalee Area? 5 1611p14 IIVIMOKALEE: AREA MASTER :"LA RESTI,DY CCIIVIMITTEE Toward a Revised Immokalee Land Development Code August 18, 2004 Agenda Item # 3.a. Background: During previous meetings of the Immokalee Area Master Plan Restudy Committee, there has been a great deal of discussion regarding the desire by Committee members for revisions to the Collier County Land Development Code (LDC) relative to the Immokalee Community. The discussions have centered on the concept of creating a "parallel," Land Development Code for Immokalee, which, though technically part of the wider County Code, could be used as a stand -alone document. Additionally, the Committee has discussed the possibility of developing an Immokalee LDC that is less stringent, with regard to some zoning requirements, than the current Collier County LDC. One of the primary tasks of the proposed Immokalee Master Plan and Visioning Committee (IMPVC) would be to assist the Board of County Commissioners in the consideration of such a parallel code. The purpose of this report is to lay the groundwork for future parallel code discussions through consideration of the current Collier County Land Development Code (including the proposed Unified Development Code), its purpose and its context. Land Development Codes In General: All local governments, to a greater or lesser degree, regulate the types of land uses that may be developed in their communities, where such uses may be developed, how such uses may be developed, and how such uses may be operated after development. Land Development Regulations may be enacted to deal with issues related to public health, public safety, economic considerations, aesthetics, convenience, and /or public morals. Overtime, the body of land development regulations may become sufficiently complex as to necessitate compilation of local regulations into a "Land Development Code." A land development code is intended to be a comprehensive, yet understandable, compilation of all local development regulations. It is supposed to be for the use of developers, the general public, and local government elected officials and staff. Finally, almost all Land Development Codes delineate the manner in which new regulations are to be enacted, written and placed into effect. 1611 A14 Local Government Comprehensive Planning and Land Development Regulation Act: In 1985, the Florida Legislature adopted the Local Government Comprehensive Planning and Land Development Regulation Act. The current system of local- government comprehensive plans and land development regulations within the State of Florida is based upon the requirements of this Act, as periodically amended. Among other requirements, the Act requires every local government in the State of Florida to establish: 1. An adopted Local Government Comprehensive Plan (in Collier County this is the Collier County Growth Management Plan). 2. An adopted set of Land Development Regulations, based upon and implementing the provisions of the Local Government Comprehensive Plan (in Collier County this is the Collier County Land Development Code). 3. A Local Planning Agency charged with advising the local governing board regarding rezoning petitions and comprehensive plan amendments (in Collier County this is the Collier County Planning Commission). A primary purpose of the Act was to establish a degree of uniformity in local long -range planning and land development regulations. Therefore, each local government must have a single comprehensive plan and a single set of land development regulations to cover its entire jurisdiction. In turn, the local plan and land development regulations are to be implemented through a single, jurisdiction -wide local planning agency. The provisions of the Act take effect once a local government has an adopted local comprehensive plan, as defined by the Act. Thus, in Collier County the Act became effective in 1989 when the County initially adopted its current Growth Management Plan format. Prior to that time, the County had operated with two planning commissions and two sets of land development regulations, but the Act required that these functions be consolidated into a single code and a single planning agency. For the purposes of this report, the provisions of the Local Government Comprehensive Planning and Land Development Regulation Act mean that the Immokalee Community may not have a stand alone Land Development Code (LDC). Instead, any specific Code provisions relative to Immokalee must be part of a larger Countywide LDC. Toward A "Parallel' Immokalee Code: The Board of County Commissioners will ultimately decide whether, and /or to what extent a revised Immokalee LDC may be developed. The LDC Amendment process is long and involved and involves numerous public hearings by both the BCC and the Collier County Planning Commission (CCPC). In this regard, the purpose of the Immokalee Area Master Plan Restudy Committee (as well as the Immokalee Master Plan & Visioning Committee, if appointed) would be to weigh the pros and cons inherent in developing a parallel code and make recommendations to the CCPC and BCC concerning: 2 1611 A14 1. Whether it is in the best interests of both the Immokalee Community and the County as a whole for the County to develop and implement a parallel code? 2. If the County develops such a parallel Code, how should the revised Code differ from the Countywide LDC? 3. Would failure to develop a parallel Code negatively impact the Immokalee Community? 4. What are the intended consequences for Immokalee and Collier County to be derived through a potential parallel LDC? What might be the unintended consequences? 5. Could perceived development review process concerns relative to Immokalee be addressed in some manner other than parallel code development? Some Considerations: There has been much discussion among members of the IAMP Restudy Committee regarding the desire to "relax" some of the countywide zoning criteria relative to rezone petitions in Immokalee. In particular, Committee members have complained about non - safety requirements (e.g., building facades, landscaping, parking, etc.). These requirements are often seen as either holding up approvals, or creating unnecessary expenditures on the part of permittees. Some potential developers have reportedly (as per Committee discussion) avoided locating projects in Immokalee due to too stringent zoning requirements. In response to this type of discussion, staff would like to make the following points: 1) CDES staff is working with the Collier County Development Industry to resolve apparent review process issues (a workshop will be held on August 13, 2004); 2) it is possible to relax specific requirements through variance requests, or as part of the Planned Unit Development (PUD) process (however, these processes do require justification on the part of the petitioner); 3) Immokalee is a community in transition — a zoning requirement that seems trivial or arbitrary now may be important in the future; and, 4) appearance - based zoning criteria (or lack thereof) can act to create either a positive or negative public perception of a community. INFORMATION ITEM: 3 1611 A 14 a. For PRINCIPAL STRUCTURES: 50 feet from all property lines. b. For ACCESSORY STRUCTURES: 25 feet from all property lines. 2.03.07. Overlay Zoning Districts A. Corridor Management Overlay "CMO" 1. The purpose of the "CMO" district is to supplement existing zoning regulations for properties bordering Golden Gate Parkway west of Santa Barbara Boulevard and Goodlette -Frank Road south of Pine Ridge Road. The CMO district will implement the urban design concepts developed in the corridor management study for Goodlette- Frank Road and Golden Gate Parkway. These regulations recognize that two (2) separate jurisdictions govern land uses in these corridors and are designed to develop greater consistency in design standards between Collier County and the City of Naples. 2. These regulations apply to all properties ADJACENT to the rights -of- way of Goodlette -Frank Road from U.S. 41 to Pine Ridge Road and Golden Gate Parkway from U.S. 41 to Santa Barbara Boulevard as measured perpendicular from the ABUTTING RIGHT -OF -WAY for a distance of 330 feet. Except as provided in this regulation, all other use, dimensional, and DEVELOPMENT requirements shall be as required in the underlying zoning categories. B. MOBILE HOME Overlay "MHO" The "MHO" district is intended to apply to those agricultural areas where a mixture of housing types is found to be appropriate within the district. It is intended that MOBILE HOMES allowed under this section shall be erected only in the Rural Agricultural district and only when the requirements and procedures of this section are met. C. AIRPORT Overlay "APO" The purpose and intent of the "APO" district is to provide both airspace protection and land use COMPATIBILITY in relation to the normal operation of public -use AIRPORTS located within the County, including the Naples Municipal AIRPORT, Everglades City Airpark, Marco Island Executive AIRPORT, Immokalee Regional AIRPORT, and all existing and future public - use AIRPORTS and heliports in the County. The purpose and intent of these regulations shall be as follows: 1. To attempt to promote maximum safety of aircraft arriving at and departing from all public -use AIRPORTS located within the County; a. To attempt to promote maximum safety of residents and property within areas surrounding public -use AIRPORTS located within the County; Page 35 of 176 1611 A14 ': b. To attempt to promote full utility of the public -use AIRPORTS within the County; c. To provide DEVELOPMENT standards for land uses within prescribed noise zones associated with the normal operation of public -use County AIRPORTS; d. To provide BUILDING height standards for use within the approach, transitional, horizontal, and conical zones so as to encourage and promote proper DEVELOPMENT beneath such areas; e. To provide administrative and enforcement procedures for the efficient and uniform regulation of all DEVELOPMENT proposals within such areas; and f. That in addition to the regulations applicable to land zoned, as indicated in the Official Zoning Atlas, the following regulations are additionally applicable to lands in the County in the vicinity of the Naples Municipal, Everglades, Marco Island, and Immokalee AIRPORTS as indicated on the AIRPORT zoning maps of the County. Lands lying within various zones as indicated on the AIRPORT zoning maps are subject to the additional regulations set out in this section. D. Special Treatment Overlay "ST" 1. Within the County there are certain areas, which because of their unique assemblages of flora and /or fauna, their aesthetic appeal, historical or archaeological significance, rarity in the County, or their contribution to their own and ADJACENT ecosystems, make them worthy of special regulations. Such regulations are directed toward the conservation, protection, and preservation of ecological and recreational values for the greatest benefit to the people of the County. Such areas include, but are not necessarily limited to, mangrove and freshwater swamps, barrier islands, hardwood hammocks, xeric scrubs, coastal BEACHES, estuaries, cypress domes, natural drainage ways, AQUIFER recharge areas, and lands and STRUCTURES of historical and archaeological significance. The purpose of the "ST" district is to assure the preservation and maintenance of these environmental and cultural resources and to encourage the preservation of the intricate ecological relationships within the systems, and at the same time, permit those types of DEVELOPMENT which will hold changes to levels determined acceptable by the BCC after public hearing. 2. An overlay zoning district classification to be known as the ST special treatment overlay district, and to be designated on the Official Zoning Atlas by the symbol "ST" together with the symbol of the basic zoning district which it overlays, is hereby established. This overlay district classification will be used for those lands of environmental sensitivity Page 36 of 176 1611A14 E. Historical and Archaeological Sites "H" It is the intent of these regulations to recognize the importance and significance of the County's historical and archaeological heritage. To that end, it is the county's intent to protect, preserve, and perpetuate the County's historic and archaeological sites, districts, STRUCTURES, BUILDINGS; and properties. Further, the BCC, finds that these regulations are necessary to protect the public interest, to halt illicit digging or excavation activities which could result in the destruction of prehistoric and historic archaeological sites, and to regulate the use of land in a manner which affords the maximum protection to historical and archaeological sites, districts, STRUCTURES, BUILDINGS, and properties consistent with individual property rights. It is not the intent of this LDC to deny anyone the use of his property, but rather to regulate the use of such property in a manner which will ensure, to the greatest degree possible, that historic and archaeological sites, districts, STRUCTURES, BUILDINGS, and properties are protected from damage, destruction, relocations, or exportations. Areas for consideration for inclusion in areas of historical /archaeological probability shall have one (1) or more of the following characteristics: 1. The area is associated with distinctive elements of the cultural, social, ethnic, political, economic, scientific, religious, prehistoric, or architectural history that have contributed to the pattern of history in the community, the County, the State of Florida, or the nation; or 2. The area is associated with the lives of persons significant in history; or 3. The area embodies the distinctive characteristics of a type, period, method, or materials of construction that possess high artistic value, quality of design craftsmanship, or that represent an individual architect or builder's prominence or contribution to the DEVELOPMENT of the County, the State of Florida, or the nation; or 4. The area was the location of historic or prehistoric activities including, but not limited to, habitation, religious, ceremonial, burial, or fortification during a particular period of time, which may maintain a sufficient degree of environmental integrity to reflect a significant aspect of the relationship of the site's original occupants to the environment; or 5. The area is historic or prehistoric site which has been severely disturbed but which may still allow useful and representative data to be recovered; or 6. The area has yielded or is likely to yield information on local history or prehistory; or 7. The area derives its primary significance from architectural or artistic distinction of historical importance; or 8. The area is the birthplace or grave of historical figure or is a cemetery which derives its primary significance from graves of persons of Page 47 of 176 161?A14 importance, from age, from distinctive design features, or from association with historic events; or 9. The area is the site of a BUILDING or STRUCTURE removed from its original location which is significant for its architectural value, or is the sole surviving STRUCTURE associated with historic period, person, or event; or 10. The area is a property primarily commemorative in intent, where design, age, tradition, or symbolic value has invested it with its own historical significance; or 11. The area is an area containing known archaeological sites that have not been assessed for significance but are likely to conform to the criteria for historical /archaeological significance or areas where there is a high likelihood that unrecorded sites of potential historical /archaeological significance are present based on prehistoric settlement patterns and existing topographic features; or 12. The area is included in the National Register of Historic Places. F. Golden Gate Parkway Professional Office Commercial Overlay "GGPPOCO" 1. The provisions of the "GGPPOCO" district are intended to provide Golden Gate City with a viable professional office commercial district. The professional office commercial district has two (2) purposes. (1), to serve as a bonafide entry way into Golden Gate City. (2), to provide a community focal point and sense of place. The uses permitted within this district are generally low intensity, office DEVELOPMENT which minimize vehicular traffic, provide suitable landscaping, control ingress and egress, and ensure COMPATIBILITY with ABUTTING residential districts. 2. These regulations apply to properties north and south of Golden Gate Parkway, starting at Santa Barbara Boulevard and extending eastward to 52nd Terrace S.W. in Golden Gate City as measured perpendicularly from the ABUTTING RIGHT -OF -WAY for a distance of approximately 3,600 feet more or less and consisting of approximately 20.84 acres. These properties are identified on Map two (2) of the Golden Gate Area Master Plan. Except as provided in this regulation, all other use, dimensional, and DEVELOPMENT requirements shall be as required in the underlying zoning categories. G. Immokalee Overlay. To create the Immokalee Overlay District with distinct subdistricts for the purpose of establishing DEVELOPMENT criteria suitable for the unique land use needs of the Immokalee Community. The boundaries of the Immokalee Overlay District are delineated on Map 1 below. Page 48 of 176 1611A1�+ Immokalee overlay district - Map 1 1. State Road 29 Commercial Overlay Subdistrict: Special conditions for the properties ABUTTING SR -29, as identified in the Immokalee Area Master Plan; referenced on Map 2; and further identified by the designation "SR29COSD" on the applicable official Collier County Zoning Atlas Maps. The purpose of this designation is to provide for retail, office, transient lodging facilities, and highway commercial uses that serve the needs of the traveling public. These commercial uses must be located on a major arterial or COLLECTOR ROADWAY. The provisions of this subdistrict are intended to provide an increased commercial depth along SR -29 with DEVELOPMENT standards that will ensure coordinated ACCESS and appropriate landscaping and BUFFERING compatible with nearby residential properties. Page 49 of 176 IMMOKALEE OVERLAY DISTRICT faw.r Lw�q. 1M•Me A -MUD �'� f no Q\ RSF -3 C A -MNO ruo k «. .�.:. RMF-1 :.......•, . - -- 7-7i A-wo ur Immokalee overlay district - Map 1 1. State Road 29 Commercial Overlay Subdistrict: Special conditions for the properties ABUTTING SR -29, as identified in the Immokalee Area Master Plan; referenced on Map 2; and further identified by the designation "SR29COSD" on the applicable official Collier County Zoning Atlas Maps. The purpose of this designation is to provide for retail, office, transient lodging facilities, and highway commercial uses that serve the needs of the traveling public. These commercial uses must be located on a major arterial or COLLECTOR ROADWAY. The provisions of this subdistrict are intended to provide an increased commercial depth along SR -29 with DEVELOPMENT standards that will ensure coordinated ACCESS and appropriate landscaping and BUFFERING compatible with nearby residential properties. Page 49 of 176 1611A14 .R: 24 COMMERCl/►4 OVORLAY 13UBDISTRICT i8kiiieoBo1 `J IF_ti `; a � •i� I i,:i. i �_.� i � � � -j'�: CIE .i' �; hN- I( Cl:4H(gL:.�l <�r1.Hi ,IY t1.N0f(tAC� iIM:M[::1 �Gj Immokalee overlay district - Map 2 2. Jefferson Avenue Commercial Overlay Subdistrict: Special conditions for the properties ABUTTING Jefferson Avenue as identified in the Immokalee Area Master Plan; referenced on Map 3; and further identified by the designation "JACOSD" on the applicable official Collier County Zoning Atlas Maps. The purpose of this designation is to provide for retail, office, transient lodging facilities and highway commercial uses that serve the needs of the traveling public. These commercial uses must be located on a major arterial or COLLECTOR Page 50 of 176 1611A14 ROADWAY. The provisions of this subdistrict are intended to provide an increased commercial opportunity along Jefferson Avenue with DEVELOPMENT standards that will ensure coordinated ACCESS and appropriate landscaping and BUFFERING to be compatible with nearby residential properties. JEFFERSON AVENUE COMMERCIAL OVERLAY SUBDISTRICT IJACOS01 X- .> 7 < ! ry ,,-, �-x. /,> PIT1.�1�� ■f• pMt�! W{f T{i�MCa� ♦A t'.'fW7 t�C41..y tanucarah �Kl �TI<I.t Ytld RIVVT•Y YT!{ MP rCti.'{ MLliO� r IPMW'ATLs .EiFE#t5C*4 AVE -W)t OVM.AY WJW)4%YMCT (.iArOOW) JCFrtRSGw AV'E"VC C06AWAE40AiL 0WRLAY SUSOtSTMCT (JAt.OSO) Jefferson Avenue Commercial Overlay - Map 3 3. Farm Market Overlay Subdistrict: Special conditions for the properties identified on Map 4; and further identified by the designation "FMOSD" Page 51 of 176 16111' p14 on the applicable official Collier County Zoning Atlas Maps. The purpose of this designation is to provide for wholesale and retail uses, outdoor AGRICULTURAL PRODUCT displays and sales areas, truck parking, and packing houses and associated uses. The provisions of this subdistrict are intended to provide retail -and wholesale opportunities for agricultural businesses as well as provide truck parking for agricultural sales but not within roadways and rights -of -way. The DEVELOPMENT standards contained herein have been designed to enhance and encourage DEVELOPMENT and redevelopment. Page 52 of 176 f 1611 A14 MV 4 FARM MARKET OVERLAY SUB - DISTRICT (FMQSD) /4 UL i —�--� %MATES FARO 'AARKET OVERLAY sue- OISTwCT FARM MARKET OVERLAY Page 53 of 176 z 1611A14 Farm Market Overlay Sub - District - Map 4 4. Agribusiness Overlay Subdistrict. Special conditions for the properties identified on Map 5; and further identified by the designation "AOSD" on the applicable official Collier County Zoning Atlas Maps. The purpose of this designation is to provide for wholesale uses and agricultural packing houses and associated uses. The provisions of this subdistrict are intended to provide additional lands for agricultural related businesses and expansion opportunities for existing agribusiness. The DEVELOPMENT standards contained herein have been designed to permit consistent land uses within the AOSD boundary. Page 54 of 176 1611 p14 oo WA s C-...�/ ME Page 55 of 176 1611 A14 5. Main STREET Overlay Subdistrict. Special conditions for the properties identified in the Immokalee Area Master Plan; referenced on Map 7; and further identified by the designation IIMSOSDII on the applicable official Collier County Zoning Atlas Maps. The purpose of this designation is to encourage DEVELOPMENT and_ redevelopment by enhancing and beautifying the downtown Main STREET area through flexible design and DEVELOPMENT standards. Map 7 Main STREET Overlay Subdistrict 6. NONCONFORMING MOBILE HOME PARK Overlay Subdistrict. The purpose of these provisions is to recognize that there are NONCONFORMING MOBILE HOME PARKS in the Immokalee Urban Area, to provide incentives to upgrade these parks while requiring the elimination of substandard units, and to allow park owners to take Page 56 of 176 .® �F Wl I�I � d {I 111111 aAr �.� ■Il 1 lws� 11`a��■ Illy �� ■�'1� ij � �rFA Elm �ii fi Ior, I Eal<< a 6 � =J _ l - - - - III "�'.��►�t►�11�� I� � 1111LIM 1 _�; '. PI 111,.E Map 7 Main STREET Overlay Subdistrict 6. NONCONFORMING MOBILE HOME PARK Overlay Subdistrict. The purpose of these provisions is to recognize that there are NONCONFORMING MOBILE HOME PARKS in the Immokalee Urban Area, to provide incentives to upgrade these parks while requiring the elimination of substandard units, and to allow park owners to take Page 56 of 176 loll A14 advantage of alternative DEVELOPMENT standards in order to cause some upgrading of conditions that would normally be required of conforming MOBILE HOME PARKS. Travel trailers, regardless of the square footage, are not permitted as a permanent habitable STRUCTURE. H. Santa Barbara Commercial Overlay District "SBCO ". Special conditions for properties ABUTTING the east side of Santa Barbara Boulevard, as referenced in the Santa Barbara Commercial Subdistrict Map (Map 7) of the Golden Gate Area Master Plan. This is referenced as figure 2.03.07 H. below. Page 57 of 176 1617 A14 - - uAP i SANTA BARBARA C0111MERCIAL SUBDl5'TRI(-T COLLIER COUNT) FLORIDA NIL M\\ 3 - F, b Figure 2.03.07 H. Page 58 of 176 i '.- a'!R,!^l +aa.a,! a.�•!�#' ■ "!� *�al,l�l�lrl�. e Y r e - ooa oaooaa ®a T � S S � x 's . d Vu � \ J J \1! 1, t. N Q W ' w J � i O It J L ", " IK r r 1a y m y lu ir 41 7� A 8 id W 6�(�r��■ ■..�r�r�i�lfir4� ; a ; ., , .� r i e o�� !+!.l+l +a•a�l�(as�f�ara+ar!•s�s��rr -__ ._ - -. .._- Vii'° a�W ssvt scut w : 11 1 l A 1 0 m _ 2 a I Ix oao ®®�aaoo a a W � � lA J O � Z Its I'l J f _ tL #W J O i H 7Y W s _ W J Y o J � O i K J o 5 o� d' o� w � =a Q• � �a o � 3�� 0 5 sp 1 S Lb 1 a °° 1. l � tR; orr y - i 1 6 [ Ing ,oyle COLLIER COUNTY LIBRARY ADVISORY BOr. lj&ta Wednesday, August 25, 2004 — M Headquarters Library RECEIVED AGENDA Call to order Approval of Minutes Literacy Program Report Report of Officers Communications a — written b - Personal Unfinished Business I. Employee of the Month - July and August 2. Golden Gate Library Construction 3. South Regional Library 4. Long Range Plan New Business General Considerations Director's Report Report of the Friends Adjournment Oct 1611 A15 Naples, Florida, May 26, 2004 LET IT BE KNOWN that the LIBRARY AVISORY BOARD met on this date in regular session at 2:00 p.m. in the Main Library with the following members present: CHAIR: Doris J. Lewis VICE - CHAIR: Sabina Musci Loretta Murray Andrew Reiss Diane Williams ALSO PRESENT: Marilyn Matthes, Assistant Director Roberta Reiss, Literacy Coordinator Linda Fasulo, Public Relations Luz Pietri, Administrative Assistant APPROVAL OF MINUTES Mrs. Lewis asked for comments or corrections to the minutes of April 28, 2004. Mrs. Murray wanted to clarify that as stated in the last minutes, Mr. Murray is not the President of the East Naples Civic Association, but rather the Vice - President. Mr. Reiss also clarified the fact that he had read in the paper about the Vanderbilt Beach Library, rather than having received a letter. Ms. Musci moved, seconded by Mrs. Williams and carried unanimously, that the minutes be approved as corrected. LITERACY REPORT Mrs. Reiss gave a brief report on the latest happenings. REPORT OF OFFICERS — None COMMUNICATIONS — None UNFINISHED BUSINESS Mrs. Lewis called off the June 2004 meeting. The Board reviewed the nominations submitted for selection of the Library's Employee of the Month. Ms. Musci moved, seconded by Mr. Reiss and carried unanimously, to select Joanne Wannemacher from the Headquarters Library as Employee of the Month for May 2004. Ms. Musci moved, seconded by Mrs. Williams and carried unanimously, to select Anne Callanan, from the Marco Island Branch Library as Employee of the Month for June 2004. In reference to the Golden Gate Library construction, Mrs. Matthes reported that preliminary plans are being discussed. Changes and additions are also being discussed by 1611 A15 the Library Staff. The Plans should be ready by March 2005 and the funds should be available by June 2005. The staff and equipment will be moved out to temporary quarters, as yet to be determined. The building should be finished in approximately one year. Mrs. Matthes also handed out copies of the Library Impact Fee Budgets for the last six years and a copy of the Library's Funding for Fiscal Year 2005. Lastly, she stated that State Aid funding looks good for next year. In reference to the South Regional Library, Mrs. Matthes stated that the County Staff had identified a piece of land for this project. Mrs. Fasulo reported that the `Love my Library' campaign had been awarded a Certificate of Distinction from the Florida Public Relations Association for excellence and a 2004 Judges Award from the same group. This campaign had raised over $17,000.00. NEW BUSINESS — None GENERAL CONSIDERATIONS — None DIRECTOR'S REPORT Mrs. Matthes handed out copies of the Library's budget for Fiscal Year 2005. The County Manager has approved it and it will be presented to the County Commissioners for approval in June. The Library has asked for a new Reference Librarian and an Outreach Specialist. She also stated that the American Library Association Conference would be held in Orlando from June 26 through the 291h. She stated that exhibit passes were available for any Board member interested in attending. REPORT OF THE FRIENDS — None ADJOURNMENT There being no further business to come before the Library Advisory Board, Ms. Musci moved, seconded by Mrs. Murray and carried unanimously, that the meeting be adjourned. Time: 3:10 p.m. 1.6 1 1A 15 - Naples, Florida, May 26, 2004 LET IT BE KNOWN, that the LIBRARY ADVISORY BOARD met on this date in the Main Library at 3:10 p.m. in order to conduct their ANNUAL MEETING. The following members were present: CHAIR: Doris J. Lewis VICE - CHAIR: Sabina Musci Loretta Murray Andrew Reiss Diane Williams ALSO PRESENT-. Marilyn Matthes, Assistant Director Luz Pietri, Admin. Assistant NOMINATIONS AND ELECTION OF OFFICERS The main purpose of this meeting was to select new officers for the coming 4 year. Mrs. Lewis opened the nominations. Ms. Musci moved, seconded by Mrs. Williams and carried unanimously to re -elect Mrs. Lewis as Chairman. Mrs. Murray moved, seconded by Mrs. Williams and carried unanimously to re -elect Ms. Musci as Vice - Chairman. Mrs. Murray moved, seconded by Ms. Musci and carried unanimously to re -elect Mrs. Williams as Secretary. OTHER BUSINESS The Board cancelled the June 2004 meeting, but made no other changes to the schedule. ADJOURNMENT There being no further business to come before the Library Advisory Board, Mrs. Lewis declared that the meeting be adjourned. Time: 3:15 p.m. Fiala Halas Henning Coyle Coletta Ff- RF]ST LAKES September 8. 2004 1611 A16 RECEIVED AUG 2 7 14 taoarti of -ounfy Coiiimissioners ADVISORY COMMITTEE 2705 HORSESHOE DRIVE SOUTH NAPLES, FL 34104 ** *Please note meeting place: 2705 Horseshoe Dr. South — Traffic Operations Conference Room A ends I. CALL MEETING TO ORDER: H. ATTENDANCE: III. APPROVAL OF MINUTES: April 8, 2004 & Special Meeting May 5, 2004 IV. APPROVAL OF AGENDA: V. TRANSPORTATION SERVICES REPORT A. Budget — Tessie Sillery VL OLD BUSINESS A. Report by Wilson - Miller — Craig Pajer B. Easements Update VII. NEW BUSINESS: A. Update on sign from Shopping Center — Roger B. Sidewalks C. Lighting D. Letter from David Camp — more improvements E. Maintenance Possibilities VIII. PUBLIC COMMENTS IX. ADJOURNMENT * *PLEASE NOTE ** 771e' 11CW her October 130 2004 10:00,111 'l rt,r is operatioris C'old'el-ence Room 27()5 H(),_scslaoe Dri�eo�itt� \aples. F1, 341114 1 t.�s cures: Date: _ IiLa�_ Copies To: Fula H 64iA 17 enning Immokalee 1V Coyle ocal Redevelopment Advisory Board AUG Coietta P i`Y �alJ� � 5 _OU' Minutes — Meeting of July 28, 2004 of county cam f s,;ona .; A special meeting of the Immokalee Local Redevelopment Advisory Board was called to order at the Career & Service Center of Collier County, Immokalee. 1. Roll Call: (A quorum was obtained.) Members in attendance: Sgt. James Mansberger Rolando Torres Raymond Holland Ira Malamut Fred Thomas Gary Holloway Benny Starling Floyd Crews (arrived 10:30am) Staff in attendance: John -David Moss, Planner Kimberly Pachik, Planning Technician MOTIONS Members not in attendance: Clara Ayala Charlie Esquivel Denise Blanton Guests in attendance: None 2. Adoption of Agenda: Motion made by Fred Thomas to adopt the July 28th Agenda, seconded by Raymond Holland, approved unanimously. 3. Adoption of Minutes for June 16 2004• Motion made by Raymond Holland to adopt the June 16, 2004, seconded by Sgt. James Mansberger, approved unanimously. 4d. "Accomplishments of the CRA" report: Motion made by Benny Starling to approve the "Accomplishments of the CRA" report and forward to the Board of County Commissioners, seconded by Raymond Holland, approved unanimously. 5a. Appointment of New Redevelopment Advisory Board Members: Motion made by Raymond Holland to approve the 3 applicants to be appointed to the Redevelopment Advisory Board and re- advertise for future potential advisory board members. 5c. Retaining David Cardwell: No motion made regarding David Cardwell being retained by the Immokalee Advisory Board. This item tabled for next scheduled meeting on August 25, 2004. 5d. CRA Website: Motion was made by Raymond Holland to disapprove a CRA website partnership with the - Bayshore /Gateway Redevelopment Triangle for the Immokalee Advisory Board, seconded by Floyd Crews, passed unanimously. Minutes prepared by: Kimberly Pachik, Planning Technician, Collier County Comprehensive Planning Department 60 July 28, 2004 Immokalee Local Redevelopment Advisory Board Page 1 of 1 Halal. Heno'ng � ; Coyle RECEIVED ,tau 2 3 2004 Board of County Commissioners 16tl gust 17, 2 0 TRANSCRIPT OF THE MEETING OF THE COLLIER COUNTY DOMESTIC ANIMAL SERVICES ADVISORY BOARD Naples, Florida, August 17, 2004 LET IT BE REMEMBERED, that the Collier County Animal Services Advisory Board in and for the County of Collier, having conducted business herein, met on this date at 6:30 PM in REGULAR SESSION at Domestic Animal Services Training Room, Davis Blvd., East Naples, Florida, with the following members present: CHAIRMAN: Dr. Randall Eisel Ms. Susan Weiss Ms. Karen Acquard Sergeant David Estes Mr. Tom Kepp, Jr. Ms. Linda Kramer Ms. Jennifer Hawke ALSO PRESENT: Beth Johnssen, Interim Director of DAS Nan Gerhard, Shelter Operations Manager 1 1 fi 1 1o• 1611 y 1 August 1 , 0 8 1. The meeting was called to order by Chairman Dr. Randall Eisel at 6"40 PM. 2. Attendance: A quorum was established. 3. Approval of Agenda: Add under: 7. New Business: A. Hurricane Status Dr. Eisel moved to approve the Agenda as amended. Second by Susan Weiss. Carried unanimously 7 -0. 4. Approval of Minutes: July 20, 2004 Change under "New Business" Dr. Estes to Sgt. Estes. Dr. Eisel moved to approve the minutes of July 20, 2004 as amended. Second by Karen Acquard. Carried unanimously 7 -0. 5. Director /Staff Report: Beth Johnssen • Interviews for Director — continuing with interviews with 8 or 9 candidates. • Volunteer Program — person acting as volunteer coordinator will meet with staff and discuss the benefits volunteers can provide and how important they are. Nan Gerhard — Shelter Operations Manager - discussed the Orientation and general meetings that were held in July. 40 people were at the Orientation meeting. Discussed different topics and educational programming. Policies and procedures with rescue and training to solicit rescue opportunities were reviewed. • Website /Chameleon program — Go to the Counties site www.colliergov.net and then the Pet Harbor link. Apparently it is not running at this time, but is being worked on. • Small Animal Auction — Sheriffs office doesn't want the responsibility of holding the Auctions. There is a provision in the State Statute for Animal Services to hold the Auctions and will require an Ordinance Revision for Collier County. Beth has asked County Attorney to meet with the Sheriffs office and have them sign a Memorandum of Understanding that Animal Services will hold the auctions. They will hold one soon. Beth mentioned they received their Exotics Permit last week. • Chameleon system — Nan will formulate a monthly report to distribute to the Board for reviewing numbers for different statistics. She had a list of items that will be compiled. Some mentioned are: number of visitors, personal contacts by staff, number of animals received, adoptions, number euthanized and treated, volunteer hours and educational programs. The Board members were urged to e-mail other information they felt would be important for the monthly report to Nan. Some numbers were given. The software package is a good program and very challenging. 0j h 1,,L AIS 17 st , 2004 6. Old Business: a. Spay Neuter Policy - found out from purchasing they do not have to go out for re -bid. They have an agreement with a group of vets that will contact other participating vets. They can send a letter asking if they wish to participate at a negotiated price. In reviewing the Ordinance Beth found anyone that adopts an animal has the option of having it spay or neutered outside the facility which when changed requires going back to the Board for modification. It will then state that no animal will leave the facility unless it is spay or neutered. She will address that at the September BCC meeting. She gave a handout from Palm Beach on some of their numbers on euthanizing etc. (Attached) A lengthy discussion followed on driving across the County picking up the animals for spay and neutering, getting it done by a local vet and times they can accommodate spay and neutering of the animals. Besides the mandatory spay and neutering of the animals, Beth also would like to include micro - chipping in the Ordinance. Dr. Eisel moved that Beth propose to the BCC they change the animal Ordinance to state spay and neutering is mandatory along with micro - chipping being mandatory also. Second by Jennifer Hawke. Carried unanimously 7 -0. The Board discussed fees for recovering animals, fees associated with keeping them, increasing the fees to include the micro - chipping, registration, waiving fees and using discretion of fees. A micro -chip clinic was suggested or could be part of the vaccination clinic. BREAK — 7 :50 PM RECONVENED — 8:00 PM 7. New Business: a. Hurricane Status Beth reported they did very well at the shelter before, during and after the hurricane. They started meeting on Wednesday and had a lot of preparations. When there was no power, kennels were being cleaned in the dark — staff went above and beyond for the animals. 3 161AIst 8 1A,'ol Follow up suggested: • Need to document everything they did and discuss what they could have done to make it better. • Housed approx. 25 -30 animals from the community. • They have a list of special needs people that have pets and made calls to them. • Need generators and fans. • There is room for improvements and will be meeting with EMO. • Need coordinating efforts and contacts for vet service and food donations. • Volunteer Coordinator will work with surrounding counties. Should have a list of entities. * *Sgt. Estes described the Command Center they have at the Sheriffs Department and how structured it is in times of emergencies and how great it works. They have all sorts of contacts and lists with other agencies and work together with them. Could apply the same procedures or a Command Center for DAS. * *It was mentioned Collier County Departments need to work together. This seemed to be a learning lesson for many and in the future will find everyone working together and being more prepared. * *DART — Disaster Area Response Teams — Beth was under the understanding they and other groups and contacts would handle various disaster situations. She will be sending staff for training with DART. Beth mentioned they did stay in contact with a representative from EOC and received information in a number of news releases. They need more information regionally. The Disaster Team will be the responsibility of the Volunteer Coordinators position. 8. Public Comments SPEAKERS Michelle Antonia — asked about animals being checked for micro- chipping and leukemia testing. Asked when DAS considers Emergency Disaster Teams they keep the smaller organizations in mind and include them also. She explained what a Feral Cat is from a recent study done. There are 3 categories: Pets- indoors or allowed to run loose; Stray -not in a family; and Feral - unsocialized. One cat could occupy all 3 categories. 1 A Is u §Isl 7 , 2004 Beth discussed and debated with the County Attorney on Feral cats and he will check with other Counties on whether they have a policy and what they entail. He will put the information together and get back to Beth. 9. Advisory Board Member Comments: - Karen Acquard would like "Capture Cages & Delinquencies" on next months Agenda. - Linda Kramer would like a protocol set -up immediately in case of a disaster without phone service. - Jennifer mentioned there are Ham Radio Operators that are used and Beth mentioned the 800 megahertz Radio System they use. There being no further business for the good of the County, the meeting was adjourned by order of the Chair by 8:50 PM. COLLIER COUNTY DOMESTIC ANIMAL SERVICES Chairman Dr. Randall Eisel 5 1611 A19 F�� ? AGENDA hlc- -�..a COLLIER COUNTY CONTRACTORS' LICENSING BOARD Co Cc ;— - DATE: AUGUST 18, 2004 TIME: 9:00 A.M. W. HARMON TURNER BUILDING (ADMINISTRATION BUILDING) COURTHOUSE COMPLEX ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THAT TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. I. ROLL CALL II. ADDITIONS OR DELETIONS: III. APPROVAL OF AGENDA: IV. APPROVAL OF MINUTES: DATE: July 21, 2004 V. DISCUSSION: Jay E. Bowermeister, Gainesville Independent Testing Service, LLC Information on his company as an alternative to our current testing company. Executive Summary on Issuance of Citations to licensed contractors. VI. NEW BUSINESS: VII. OLD BUSINESS: VIII PUBLIC HEARINGS: IX. REPORTS: X. NEXT MEETING DATE: f, Wednesday, September 15, 2004 RECEIVED AUG 10 2004 Board of County COMM'ss 10ners Fiala J Halas Henning Coyle Colette August 5, 2004 COLLIER COUNTY Ms. Susan M. Harp Certified Local Government (CLG) Coordinator Bureau of Historic Preservation R.A. Gray Building 500 South Bronough Street Tallahassee, Florida 32399 -0250 1611 A20 RECEIVE[ AUG 10 2004 Board of County Commissioners RE: Collier County Preservation Board Meeting Dear Ms. Harp: Please be advised that a public meeting for the Collier County Historic and Archaeological Preservation Board has been scheduled for Wednesday, August 18, 2004 at 8:30 a.m. I have attached a copy of the August agenda for your review and for your records. If you have any questions concerning this meeting, please do not hesitate to call me. My phone number is 239- 403 -2463 or you can e -mail me at: Raybellows*aeolliergov.net. Sincerely, Ray V. ellows, Chief Planner (Historic Preservation Coordinator) IIistr,ricPi, ,�ry icon /RVB /I,I cc: Preservation Board Members (7) Sue Filson Joe Schmitt r, Ron Jamro Llisc. Susan Murray Patrick % hite i Christopher Brown Linda Bedtelyon i Co Lll.`7 ( Pr X) 4 To: 1611A20 •,j �] AGENDA COLLIER COUNTY HISTORICAL /ARCHAEOLOGICAL PRESERVATION BOARD WILL MEET AT 8:30 AVI, WEDNESDAY, AUGUST 18, 2004 AT THE COLLIER COUNTY COMMUNITY DEVELOPMENT SERVICES DIVISION, CONFERENCE ROOM 610, LOCATED AT 2800 NORTH HORSESHOE DRIVE, NAPLES FLORIDA: NOTE: ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. ALL MATERIAL USED IN PRESENTATIONS BEFORE THE HAPB WILL BECOME A PERMANENT PART OF THE RECORD. THESE MATERIALS WILL BE AVAILABLE FOR PRESENTATION TO THE BOARD OF COUNTY COMMISSIONERS. I. ROLL GALL /ATTENDANCE: 2. ADDF,NDA TO THE AGENDA: 3. APPROVAL OF MINUTES: May 19, 2004 (No meetings were held in June or July) 4. DEPARTMENT OF ZONING & LAND DEVELOPMENT REVIEW REPORT: 5. OLD BUSINESS: A. Otter Mound - Marco Island, Addison Estates, Lots 1, 2, & 3. B. Nehrling's Tropical Garden (David Drapsia) C. Town of Ave Maria DRI 6. NEW BUSINESS: A. New Member Status B. Golden Gate Estates House of Worship Waiver Request 7. DISCUSSION OF ADDENDA 8. ADJOURN 1611 A 20 HISTORICAL /ARCHAEOLOGICAL PRESERVATION BOARD Conference Room 609 2800 N. Horseshoe Drive, Naples, Florida 8:30 AM May 19, 2004 LET IT BE REMEMBERED, that the Historical /Archaeological Preservation Board, in and for the County of Collier, having conducted business herein, met on this date at 8:30 AM in REGULAR SESSION in Conference Room 609 of the Development Services Building, Naples, Florida, with the following members present: Members: Joanne Quinn, Chairperson Thomas Franchino Adam Brooks Bill Tyson County Staff: Ray Bellows, Chief Planner; Chris Brown, Planning Department The meeting was called to order at 8:50 a.m. I. ROLL CALL 161 1A 2. 0 May 19, 2004 Roll was called and a quorum was established. Present: Joanne Quinn, Chairperson; Thomas Franchino, Adam Brooks, Bill Tyson II. ADDENDA TO THE AGENDA: Tom Franchino: added the Narrowing of Caribbean Gardens Ray Bellows: added Ave Maria and WGCU updates III. APPROVAL OF MINUTES Minutes for April 21, 2004 were approved with the following corrections: Bill Tyson was present at the April 21, 2004 meeting — the minutes stated that he was absent. On Page 2 of the April 21, 2004 minutes, Ron Jamro's name is misspelled. IV. DEPARTMENT AND ZONING AND LAND DEVELOPMENT REPORT Ray Bell — nothing new V. OLD BUSINESS A. Historic Preservation Guide (Printing and Distribution) Chris Brown: the brochures are finished. Bill Tyson: would like to correct the location that the proposed museum will be. Tom Franchino: suggested that an information sheet created, and for it to include the address. Distribution of the brochures was briefly discussed. B. North Naples Country Club Ray Bellows: someone was hired to resubmit. Mr. Bellows was under the impression that person was to be present at this meeting. VI. NEW BUSINESS A. Otter Mound — Marco Island, Addison Estates, Lots 1, 2, & 3 Ray Bellows: was contacted by Alexandra Sulecki, Environmental Services. She is looking for support for presenting site at additional meetings. 2 161 f 2-OMa 19 2004 Tom Franchino: There was intense investigation of the site. John Barrio and John Carr found significant evidence. Bill Tyson: stated that this is the last existing mound on Marco Island. It was so important that the State had it on their A list to buy, but there was no agreement on the sale price. The lot is large enough to build 3 estate homes on it, but the owners held the property for the preservation of the mound. The last remaining outhouse on Marco Island is also on this property. Ray Bellows: would like Alexandra Sulecki to be present at the next meeting. B. New Member Status No new applications have been received. VII. DISCUSSION OF THE ADDENDA A. Caribbean Gardens Tom Franchino: discussed the history behind Caribbean Gardens. Mr. Franchino would like this property designated as Historically Significant. Ray Bellows: gave a run down of the process for designation. Tom Franchino: stated that there would be a lot of work on this project and the Board of County Commissioners would need to have the property owners' approval. B. Ave Maria and WGCU updates Ray Bellows: There is a 3:00 p.m. meeting for Regional Impact. This meeting will cover a list of questions to be addressed. There are some old forts in the area. Once this meeting is held he will bring the information to the next meeting for this committee. C. Letter to Terry Brennen Ray Bellows: received an email from Terry Brennen on May 12, 2004. Mr. Bellows distributed this email. The next meeting will be June 16th at 8:30 a.m. in conference room 607. All subsequent meetings will be held in conference room 609. VIII. ADJOURNMENT There being no further business for the good of the County, the meeting was adjourned by order of the Chair at 9:35 a.m. 3 Fiala J Halas — Henning Coyle Coletta Radio Road Beautification M.S.T.U. Advisory Committee 2705 Horseshoe Drive South Naples FL 34104 1611 A2.1 cd °f C °�nty ..aissioners goa SUMMARY OF MINUTES & MOTIONS July 21, 2004 HL Approval of Minutes: June 15, 2004 Minutes were approved and seconded as amended. Carried 4-0. IV. Approval of Agenda: Under "Old Business" Diane Flagg will give Jill Browns report as Jill is no longer with the County. The Agenda was moved and seconded to approve as amended. Carried 4- 0. V. Transportation Services Report. Diane Flagg gave a report on benches along Radio Road and costs. VL Old Business A. Benches — after a lengthy discussion on whether to put shelters at the same locations as the benches or elsewhere on Radio Road — Dale Lewis moved to enhance the two locations discussed earlier with shelters; one at the Circle -K and the other at the Commerce Center, and not to exceed $30,000. Second by Betty Schudel. More discussion followed concerning pavers. Dale amended his motion to include pavers and for them to be the same color as Radio Road pavers at the two locations mentioned. Betty amended her second. Carried unanimously 4-0. 1611 A21 Radio Road Beautification M.S.T.U. Advisory Committee 2705 Horseshoe Drive South Naples FL 34104 July 21, 2004 AGENDA I. CALL MEETING TO ORDER: IL ATTENDANCE: III. APPROVAL OF MINUTES: July 20, 2004 IV. APPROVAL OF AGENDA: V. TRANSPORTATION SERVICES REPORT: A. Budget Report — Liz De Leon 1. Previous mulch costs VL LANDSCAPE MAINTENANCE REPORT: A. Monthly Report — Robert Kindelan/CLM B. Update on Radio Road Landscaping — Bob Petersen VII. OLD BUSINESS: A. Update on Shelters B. Shopping Center/Devonshire Buffer C. Update on Junk Yard VIII. NEW BUSINESS: IX. COMMITTEE MEMBER COMMENTS: X. PUBLIC COMMENTS: XI. ADJOURNMENT: The next meeting will be held at 4.30 PM, Tuesday, September 21, 2004 Collier County Dept. of Transportation Road Maintenance 2705 Horseshoe Drive South Naples, FL 34104 I. 0 1611 A 2.1 Radio Road Beautification M.S.T.U. Advisory Committee 2705 Horseshoe Drive South Naples FL 34104 July 21, 2004 MINUTES Meeting was called to order by Chairman Susan Saum at 4:31 PM. ATTENDANCE: Members: Susan Saum, Dale Lewis, Betty Schudel, Helen Carella, Bill Jaeger- Absent County: Bob Petersen - Project Mgr. - Landscape Operations, Liz De Leon - MSTU Coordinator Others: Robert Kindelan -CLM, Sue Chapin- Manpower Services, III. APPROVAL OF MINUTES: June 15, 2004 Page 6 —A. should read "re- seed" Bahia. Betty Schudel moved to approve the minutes of June 15, 2004 as amended. Second by Dale Lewis. Carried unanimously 4-0. IV. APPROVAL OF AGENDA: Under "Old Business" change Jill Browns name to Diane Flagg. Jill is no longer with the County. Diane will join the meeting as soon as she can. Dale Lewis moved to approve the Agenda as amended. Second by Helen Carella. Carried unanimously 4 -0. V. TRANSPORTATION SERVICES REPORT: A. Budget Report — Bob Petersen Budgets were handed out and line items covered (Attached). • Radio Road and Devonshire Blvd. has been broken into separate line items for simplicity. • $20,000 was spent on the Magnolias for the water tank. • Was to go out for Bids October 1 st but extended Contract for 6 months. • Will get more information on breakdown of Insurance coverage • Need total price of mulch for Radio Road • Transfer to MSTD - $21,200 — this is a one time charge per year. Next year will be $21,400. May change as Diane is re- organizing responsibilities. Will get a breakdown of that Account. • Traffic Accident Reimbursement — not recovered any losses as of this date. 1611 A21 Diane Flagg reported on the Benches and Bus Shelters. • Costs of shelters vary by site preparation. • Ranges from $10- 20,000 depending upon location. • Bob Petersen mentioned the base price of the shelter at Beef O- Brady's was $10- 11,000 — includes roof, trash can, pavers and bike rack. Site work is a separate contract. • Benches are now being installed where the highest numbers of people are being picked up. Circle -K and area by Chrissy's. • Diane mentioned they can make a full shelter by the two bench locations if the MSTU would like to commit. The County would subtract the cost of the bench to the MSTU. The benches are approx. $800.00 plus approx. $300 for installation. • Color of pavers was discussed. The paver colors can be the same as the others on Radio Road. • Diane complimented the Committee on the job they have done in the beautification of the medians. VI. LANDSCAPE MAINTENANCE REPORT: A. Monthly Report — Robert Kindelan /CLM • County is still working on the Publix area in re -doing the construction of the turn lanes. • Most plant material is lost. • The Guava trees are in storage along with 3 large Oak trees that were in the Circle -K area. • Had to move a lot of the irrigation. Will be more involved at the Circle -K area. • Didn't do any re- seeding of the Bahia yet but will do now. • Sprayed for weeds. • 3 palms on Devonshire — one has a cut in it. They will be removed due to being too close to the curb. • Will re- landscape the Devonshire area at County's expense. Need to replace with lower palms for site and safety issues. Bob mentioned the shopping center called about the shrubs. He told them they are allowing them to grow at the same height as the rest of the shrubs for more screening. Robert will put together a list of all shrubs that need to be replaced during the rainy season. The Ti plants will be replaced etc. • The County will replace all the plant beds on the medians as they were and reinstall the irrigation. The Department that did the work will be billed. • Fertilize this month. • Thryallis trimmed • Bougainvilleas will be trimmed on Wed. or Thursday. 1611 A21 B. Update on Radio Road Landscaping Need to do a Change Order to the Contract because of costs. Robert will break out the irrigation costs. The next Board of County Commissioners meeting will be September 14th and they need to approve it. Diane suggested they go out for quotes. Robert will start on the irrigation so when they are ready, the plants can be planted immediately. The Contract doesn't call or state "new landscaping" so consequently will need to go through proper channels and wait until September. The timeframe for finishing the project Bob estimates to be September /October. Bob will try to avoid it going out for bids. VII. OLD BUSINESS: A. Benches — Jill Brown — Diane Flagg had given her estimates earlier. The Committee discussed enhancing the two areas Diane already has planned, or do shelters elsewhere on Radio Road. They discussed the different types of shelters. The Committee felt the two stops Diane chose were the high ridership areas. A Contractor will do the shelters. Dale Lewis moved to enhance the two locations discussed earlier with shelters; one at the Circle -K and the other at the Commerce Center, and not to exceed $30,000. Second by Betty Schudel. They discussed whether to have pavers or not. They did not care for the green and gold color but can do the same color as the Radio Road pavers. Dale amended his motion to include pavers and for them to be the same color as Radio Road pavers at the two locations mentioned. Betty amended her second. Carried unanimously 4 -0. B. Shopping Center/Devonshire Buffer — Betty had talked to Lisa Hall on June 25th in which she indicated trees would be in by August 1 st. The present trees are starting to take shape and filling out. The Committee will wait until they see what Doria's Landscaping is going to do before proceeding any further. ** Betty will miss the August and September meetings. ** Betty mentioned Fred Rodgers talked with Jim Mudd and someone else in which Code Enforcement is now telling Mr. Higgs he needs to get the cement barriers out, open it or do something else with that area. * * Dale asked about the junk yard. Bob will try to find out something about the area. 3 1611 A2.1 * * The corner of Devonshire and Radio Road has cones in the southwest corner. Robert and Bob will check to see whose they are and remove them if there is no reason for them to be there. Bob did mention they are putting a crosswalk in the intersection and may have the cones there for that reason. ** Betty mentioned she had spoken with Lisa concerning the Intersection within Berkshire Commons by the Real Estate Office. She thought that would be a stop sign close to Radio Road and there apparently is a restriction of distance between signs. Lisa was going to put a tree trim order in to have the trees trimmed that impede the site area. ** Betty asked about their Association putting 4 Royal Palms on Bellville and questioned the right -of -way. She discussed it with Bob and he will meet her in the area to take care of the situation. VIII. NEW BUSINESS: None IX. COMMITTEE MEMBER COMMENTS: None X. PUBLIC COMMENTS: None Being no further business to come before the Committee, it was adjourned at 5:40 PM. 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H q Off, O Ili h O a� O 1A Jjtf X611 GOLF ESTATES BEAUTIFICATION MSTU ADVISORY COMMITTEE 2705 Horseshoe Drive South Naples, Fl 34104 August 19, 2004 AGENDA L Call meeting to order. II. Attendance: III. Approval of Agenda IV. Approval of Minutes — July 15, 2004 V. Landscape Maintenance Report A. Update on Landscaping VL Landscape Architect's Report — Mike McGee VIL Housekeeping Items: VIII. Transportation Operations Report — Bob Petersen A. Budget B. Progress Report on Signage — Tony Branco/Bob Petersen C. Project 1 & 2 IX. Committee Reports: A. Budget Projection Report — Bill Erickson B. US 41 Entrance Landscape Committee — Ron Torp/Mike McGee X. Old Business: A. Landscape Maintenance Contract Update B. Forest Hills Clean -Up C. Review Calendar for Project 1 & Revised Date for Project 2 XL New Business: XII. Public Comments: XIIL Adjournment The next meeting will be September 16th. 2004 at 4.00 PM Collier County Landscape Operations 2705 Horseshoe Dr. South Naples, FL 34104 J Fiala ._ Halas Henning Coyle Coletta _ 1611 A 22 RECEIVED �'� fJ 7072004 Bozard of County Commissioners GOLF ESTATES BEAUTIFICATION MSTU ADVISORY COMMITTEE 2705 Horseshoe Drive South Naples, FI 34104 SUMMARY OF MINUTES & MOTIONS July 15, 2004 HL Approval of Agenda: Several items were added to the Agenda including: Audit on irrigation repairs, Hibiscus Ditch Maintenance, Review Calendar for Projects 1 & 2, Landscape Maintenance Contract and Clean -up of Forest Hills. Robert Cole moved to approve the Agenda as amended. Second by Tony Branco. Carried unanimously 4 -0. IV. Approval of Minutes: June 17, 2004 Robert Cole moved to approve the Minutes as amended. Second by Tony Branco. Carried unanimously 4-0. VIII. Transportation Operations Report — Bob Petersen C. Project 1 & 2 — Schedule of dates were changed, in many cases by 30 days due to meeting dates and getting information back or submitted on a timely basis. IX. Old Business A. Landscape Maintenance Contract — discussion pursued with Purchasing — Kelsey Ward and Charlene Hogan. Mr. Slebodnik gave a past history and summary of their concerns with the process of issuing Maintenance Contracts and language covered within those Contracts. The Committee wanted to terminate the Contract with Green Heron and Purchasing wanted to give them another 30 days. Their landscaping was suffering. After a lengthy discussion Kelsey and Charlene stated they can ask for Sub - contractor qualifications, licenses, past median maintenance experience and past similar projects. The Committee agreed. r Tw litt 1611 A 22 GOLF ESTATES BEAUTIFICATION MSTU ADVISORY COMMITTEE 2705 Horseshoe Drive South Naples, Fl 34104 July 15, 2004 Minutes nutes I. Meeting was called to order by Chairman Bob Slebodnik at 3:59 PM. II. Attendance: Members: Robert Slebodnik, Tony Branco, Robert Cole, Ron Torp, Bill Erickson (Absent) County: Bob Petersen - Project Manager/Landscape Operations, Liz De Leon - MSTU Coordinator Others: Robert Kindelan — Commercial Land Maintenance, Michael McGee (Excused), Sue Chapin- Manpower Services Bob Petersen introduced Liz De Leon, the MSTU Coordinator and Charlene Hogan, Purchasing Agent. III. Approval of Agenda Under "Housekeeping" Add: Audit on Irrigation Repairs/Front Entrance " Hibiscus Ditch Maintenance Under 8. (C) Add: Review Calendar for Projects I & 2 Under Old Business: Landscape Maintenance Contract : Clean -up on Forest Hills Blvd. Robert Cole moved to approve the Agenda as amended. Second by Tony Branco. Carried unanimously 4 -0. Bob Petersen introduced Kelsey Ward from Purchasing that oversees all the major Contracts. IV. Approval of Minutes — June 17, 2004 Page I should read "Minutes" not "Agenda ". Robert Cole moved to approve the Minutes of June 17, 2004 as amended. Second by Tony Branco. Carried unanimously 4 -0. V. Landscape Maintenance Report A. Update on Landscaping by Robert Kindelan from Commercial Land Maintenance is as follows: • Several days and several people working on irrigation. Found broken heads, leaks and areas turned off. • Fertilized shrubs & Turf • Cinch bugs were taken care of 1611 A 22 • Booster pump burned out — new motor installed. • Didn't replace plants as many man hours were spent on the irrigation problems and wasn't sure on the budget ramifications. • Normal maintenance will be done along with more fertilization next week. • Trash picked up Bob Petersen mentioned they need to report any deficiencies that may have been caused by Green Heron. Robert/CLM has documentation of everything that was done. It is broken down and can be discussed with Purchasing. • All drains (grates) need to be cleaned in the sub - division. • Will redistribute the mulch on medians • The seeds and pods will be trimmed out of the palms. • The budget will be confirmed as to balance remaining. VI. Landscape Architect's Report — Mike McGee Bob reported Mike will get his report for the next quarter. He is pleased with the progress done so far by Commercial Land. VII. Housekeeping Items: A. Audit on Irrigation — discussed above. B. Hibiscus Ditch Maintenance — behind Buena Vida. Andy Vaniscak from Road Maintenance did his part concerning washout on 41. They are having a problem finding the large size rip -rap. The Aquatics Dept. sprayed part of the ditch behind Buena Vida and the Hibiscus Ditch is scheduled for next week. Will clean and apply an herbicide. VIII. Transportation Operations Report — Bob Petersen A. Budget — was handed out (attached). Covered the different line items with explanations. • Bob will get an explanation of the Insurance General Account. • Executive Summary for donation of $7,134.12 from Civic Association will go before the Board of County Commissioners on July 27th • $87,947.13 current fund balance. B. Progress Report on Signage — Tony Branco/Bob Petersen Tony reported the first side was installed. Mistake was made on the borders and will be re- installed. Will install the letters on the other side tomorrow. Reorder new borders and anticipate arriving end of next week and will put up as soon as they are received. The lighting is not sufficient at night and extra lights need to be added on each side. The bulbs are working properly, so Tony will check it further at night. They may need to be repositioned. The Royal Palm sign is an eye -sore and would like to remove it. Bob Petersen mentioned they have a place for it and will take care of it. FeFiFo will follow up after installation and fine tune it. 2 1611 A2.2 C. Project 1 & 2 — Project 1 will go out for bids in the next three weeks according to Purchasing. Project 2 — getting LAP (Local Agency Program) agreement secured with the State. The Schedule of Dates was changed as follows: Project 1 • LAP papers — July 1 changed to July 30th • Bids out — July 1 changed to July 30th • Opening of Bids — July 22 changed to August 21 • Irrigation Renovation -BCC Agenda — July 27 changed to Sept. 14 • Re- landscaping — August 9 changed to Sept. 21 • Landscaping & Irrigation complete — Oct. 9 changed to Nov. 9 "Revision on Project 2 at next meeting. IX. Committee Reports: A. Budget Projection Report — Bill Erickson - None B. US 41 Entrance Landscape Committee — Ron Torp/Mike McGee Ron reported on the Church and Day Care Center landscaping. X. Old Business: A. Landscape Maintenance Contract — discussion pursued: • Description of Median space- Front Entrance • Not able to add language concerning pest control — Charlene (purchasing) said it limits competition. Mr. Slebodnik gave past history and summary: • Had Advance Landscape Maintenance — poor job — were fired • Commercial Land Maintenance — did excellent job completing many projects and a portion of the irrigation system — Contract ended 9/30/03. • Attended meeting/mid -Sept with Bob Petersen, Val Prince & Purchasing Dept. Low bidder was Green Heron. Were assured by Purchasing they had all paperwork in order. They did not have their insurance papers in order. At this point the Contract should not have been approved. • Bob Petersen recollected the issue was with Workman's Compensation being only $500,000 and $1M was needed. Mr. Slebodnik also said there was a problem with W -2 Statements. • September 29 — 10" of rain in 12 hours — medians damaged — streets flooded — new landscaping recently planted and they were without a maintenance contract. • Arrangements had been made for water truck — was not done and sustained thousands of dollars in plant & median damage. Plants were without water for the next 20 days. • Purchasing saved the MSTU $5,000 by taking the low bidder. But they have spent that much and more taking care of the repair work caused by Green Heron. Still spending money on many mistakes and inefficiencies by Green Heron. They did not understand the irrigation system and did not have an in -house pest control system. 1611A 22 • Green Heron had no Contract with the County previously and no experience with Median Maintenance. • After Purchasing selects the Contractor for 3 years it is then up to the MSTU to deal with problems that arise as a result of the County selecting a poor contractor. • Many hours have been spent by many people trying to resolve situations caused by Green Heron. Many complaints have been received by Board members from residents. • Need cooperation from Purchasing. All the information discussed including the motion from their last meeting was submitted to Purchasing from Bob Petersen. The Committee wanted to terminate the Contract a long time ago and Purchasing wanted to give them another 30 days. Kelsey stated there was a communication problem from the onset when there was a non - performance problem with Green Heron. They should be notified immediately and will take action at that time, if problem continues they are fired. She stated they were not informed until later in the process. Bob Petersen stated he had related all the problems to Jim and the rest of the Purchasing Dept. may not have been made aware of it. Kelsey did not see any documentation of problems with Green Heron. When they hired a new Purchasing Agent they were advised by Bob Petersen they were having problems with Green Heron and immediately addressed the problem. As far as requirements for language in the Contract, they can require certain items from a vendor with documentation etc. They can't limit competition. Charlene explained limiting bids and being competitive. Kelsey stated they can write specifications that insure proper performance with certain issues from the vendor, but not limiting the language to get a specific outcome. Delegation of sub - contractor credentials can be written into the specifications. Discussion followed on in -house pest control and irrigation. The Committee is very frustrated with the County system. They have had two Landscape Companies that did not do satisfactory work. They wish to write the Contract with better specifications and language. Different restrictions were brought up that are already stated in the present Contract in which the County does not allow sub - contracting. (Maintenance of Traffic) After a lengthy discussion Kelsey and Charlene stated they can ask for Sub - Contractor qualifications, licenses, past median maintenance experience and past similar projects. (Bob Cole left at 5:15 PM) Bob Petersen will work with the Committee through e-mail and/or calls on their input with information and qualifications they wish to be included in the Contract. B. Proposal for Clean -Up of Forest Hills — need to mow, edge, blow and clean up the dead material. XI. New Business: Keeping the drains clean — discussed earlier. rd 161] A??,- Tony asked about a timeframe for the relocation of the Royal Palm sign. It can be moved at any time and Bob Petersen will take care of it. XH. Public Comments: XHL Being no further business to come before the Committee, it was moved and seconded to adjourn. Meeting adjourned at 5:34 pm. The next meeting will be August 191h. 2004 at 4:00 PM Collier County Landscape Operations 2705 Horseshoe Dr. South Naples, FL 34104 v O Z N N N N N N N N N N N N N N � �N OrN V'LL7 SD POGO WO �NM V AA f0h00W O r-NM ll) ip 1�CpWOrN M � ��- -.-e -N NNN N NNNNN M MMM� M MMMM�t mss► er z -. s Fiala % Halas 61 Henning Coyle Coletta COLLIER COUNTY EMERGENCY MEDICAL SERVICES ADVISORY COUNCIL (EMSAC) May 26, 2004 — 2:00 P.M. Board of County Commissioners Meeting Room Fay Biles, Chairman — District #1 Commission District — Present Bob Laird — District 1— At Large — Absent Heather Rockcastle — District 1 — At Large — Absent Denver Stone - District 2 Commission District - Present Michael Bridges - District 3 Commission District — Absent John Dowd - District 4 Commission District — Present Deborah Wright — District 5 Commission District - Present Gail Dolan — Naples Community Hospital - Absent Jim McEvoy, Chief — City of Naples Police and Emergency Services — Present Stephanie Vick — Collier County Health Department — Absent Michael Murphy — Chief — City of Marco Fire and Rescue - Present Rob Potteiger — Assistant Chief — Collier County Fire Chiefs Association - Present Dr. Joel Moll, — Cleveland Hospital - Absent Al Beatty, Captain, Collier County Sheriffs Office — Present A 23 Chairwoman Fay Biles called the monthly meeting of the Emergency Medical Services Advisory Council to order. She suggested they go ahead with the meeting until enough members were present to have a quorum. OLD BUSINESS: Workshop: The workshop will be discussed after a quorum is present. Station Update: Division Chief Thomas White reported the Grey Oaks Station opening has been delayed until June or July. There is a nation wide shortage of steel, concrete and windows. The new Santa Barbara station should be ready to break ground in September. NEW BUSINESS: Stafirm Report: Division Chief White prepared an overtime graft for the members. The graft recorded the unscheduled overtime hours for 2003 verses 2004. It showed a drastic, reductio in thevprtime hours. A full staff has definitely improved the usage of overtime.`' e 9 AI l t � r 1611 "A 23 Public Information Coordinator: Ms. Camden Smith informed the Council that an EMS show is being produced for "In the Spotlight ", and it will be shown on a quarterly basis. Ms. Smith showed some of the recent news coverage that had been shown on television recently. The first news clip was about the Sim -baby. It was purchased through a grant. The Sim -baby is a mechanical baby and operated by a compressor. It compares to the Sim -man that was recently demonstrated to the Council. The baby will be able to breath, move, and cry. Babies are difficult to diagnosis because they cannot let anyone know their symptoms. This new addition will be very helpful. The next story was about a nine year old boy who found a baby that had been left alone in a hot vehicle. The program demonstrated how hot a car could get in just a short time in the sun. Within 45 minutes the interior of the car reached over 100 degrees. Dr. Tober stated the baby's heart rate will increase, the brain temperature will increase, seizures will start, the baby will lose consciousness and death will result. The next item was on cardiac arrest. Previously everyone used the defibrillator first. Now it has been determined quality CPR should be given first and the defibrillator second. After taking a good look at this new information Dr. Tober feels it is more effective to use the defibrillator after blood from the heart is restored by CPR. Autocore was the next topic. It can pick up the sounds that determine if a patient has previously had a heart attach or a heart problem. It listens to the sounds and diagnosis the problem. Women and diabetic patients have what are called "silent heart attacks ". The Autocore will pick up these sounds and help to save many lives. Autocore will also be able to detect signs and sounds that previously had never been considered. On June 7"' a "Children's Day" to teach safety will be held at Parks and Recreation. Chairman Biles inquired about the amount NCH owed on their balance. Director Page stated they were paid up to date. Minutes: The minutes could now be approved. A quorum was present. Rob Potteiger made the motion for the minutes to be approved. The motion was seconded by Jim McEvoy. Minutes approved. Workshop: Mr. Jim Washburn from Superior Ambulance said they are seeking the County Commissioners to amend Ordinance 2004 -12 to allow private services to operate within Collier County to provide non - emergency, interfacility and out of county transports. He presented a draft revision of the Ordinance that would accomplish the service's they want to provide. Mr. Kirk Potter with Med- Assure Non - Emergency Medical Transport Service stated they are asking for an amendment to the Ordinance to allow non - emergency medical transport in some form of BLS. To find a way they can do the non - emergency transports the County has said they do not want to do. If they had a COPCN they could bill Medicare for the patients they transport and make it easier for the citizens of Collier County. They do transport by stretcher, which is covered under the PVAC Public Vehicle Advisory Council. Transports by stretcher are permitted as a taxi service. Some people have 2 1611 A 23 to be transported by stretcher and they do not require any other medical intervention. Collier County needs a service like this. Chief Potteiger asked if EMS can do the transports or are they to busy to take them. Director Page stated we do provide these transports if EMS is called. Stretcher transports have taken place for over fifteen years. However, with the COPCN for NCH, we do not provide their stretcher or out of county transports which result in a lost of revenue for EMS. Chief Murphy made a motion that no changes take place in the current COPCN Ordinance, to leave as adopted in Ordinance 2004 -12. The motion was second by Rob Potteiger. The motion was passed unanimously. Jim Brantley, President of the South West Florida Professional Firefighters, was present to state the organization's position has not changed. They have a stronger feeling on this now than in the past. It will be difficult to monitor the difference between an ALS and BLS call. It will be an impact on revenue. Do not open this up for a change. Dr. Moll, Cleveland Clinic Representative stated they still use EMS if it is necessary. If it is not an emergency call they can always call someone else. Training Report: Dr. Tober said they have gone through three weeks of intensive training and teaching the University of Miami 12 -Lead Course to Paramedics and Paramedic Firefighters. Next month the training center will be doing a refresher course on cardiac monitoring skills. He has also touched base with Autocore on the usage of their equipment. Three of the patients that EMS have treated showed normal ECG's, and the Autocore has shown abnormal findings, these findings lead to significant life threatening problems. Dr. Brian Gibler, head of the Academic Emergency Medical Center, Cincinnati, Ohio is known as the most published Emergency Physician in the world. He recently had an article in SCME about heart sounds and their usefulness in diagnosing acute cordinary syndromes, and heart attacks. Dr. Tober said sometime new technology is resistant but he feels the Autocore will be widely accepted in the next couple of years due to the findings that Collier County EMS is participating in. Dr. Tober asked the Council to think about the issue before them concerning the private systems coming into Collier County. He has discussed this issue with the Paramedics over the last few weeks and they are all quite concerned and stressed about issues that potentially give away viable revenue. It will create a threat to the EMS organization. In the Paramedic profession clear heads are needed to provide the quality work they do and the medics do not need to be worried about their future positions. Chief Murphy said EMSAC has taken a firm position on the Ordinance to stay as is. If your revenue starts to lessen your best and brightest will ultimately start to look at other systems. Chairwoman Biles said since the EMSAC is an Advisory to the Commissioners they will communicate all of this information to the Board. 3 1611 A 23 Chief Potteiger said the Council tried to explain to the Commissioners what would happen if they went ahead with this and now they have. Director Page wanted to thank the Advisory Board, Dr. Tober and Jim Brantley for their input into this matter. Data Base Report: Dave Stedman, Data Base Coordinator informed the Council they can now get on the EMS Departments website to view items. They are to go to colliercountyems.org and several tabs will appear. Go to EMSAC and they can view the items at home. See Dave after the meeting to get an account number. Mr. Stedman compared the Sheriffs Office run reports with the EMS trip tickets it was taking to much time and manpower to make sure all tickets were in the database. He set up a database to pull up tickets according to date. On the left side is the Sheriffs Office on the right side would be the EMS trip ticket. When the EMS tickets are completed there should be run numbers that match on both sides. Crews and Administration can now see what tickets have not been entered. In addition to the mapping data base Dave demonstrated a couple of meetings ago he has now created a data base that can tract the trucks at any time. This program was done in house and had no cost associated. The helicopter gives a status report every 15 minutes but they can also travel quite a distance in 15 minutes. The FAA has very stringent rules in reference to equipment being mounted in the helicopter. What he has done was to develop a way of putting an instrument on the pilot's helmet that will pick up the signal in order to determine where the helicopter is located. Letters of Appreciation: A packet of thank you letter's recently received had been prepared and handed out to the Council members. Director's Report: Director Page reported he had received permission, from Mr. Dunnuck, to look at the user fees. This is usually completed in June then implemented October 1. With the issuance of the COPCN for the NCH transports he inquired if the department could go ahead and implement the new fees July V. He will be sending the Council the numbers he will be proposing as the user fee increase's for the FY05 budget. This would look much better on the proposed budget. The revenue with the updated user fees will not be as great as anticipated and will help to make up the revenue loss. Director Page met with Chief Wilson Ochopee Fire Control District, Chief Rodriguez Isle of Capri Fire and Rescue District, Dan Summers Director Emergency Management, Representative Mike Davis and Florida Department of Transportation officials in reference to building a station on I -75 at the County line. He felt they accomplished great results. They were looking at the area of the 64 Mile Marker. A rest area is located there. There is a possibility the state would provide the land and the equipment to build. They would like to staff it with an ambulance and a fire truck. This would work into the EMS growth plan. Since the barrier system of the chain link fence was installed it reduced the number of deaths on the Alley, however there are still too many accidents and transports to the area. 0 1611 A 23 Director Page informed the Council Mr. Dunnuck's last day would be June 2, 2004. Ms. Marla Ramsey will be the interim Public Services Division Administrator. She is presently the Director of Parks and Recreation and Director Page will invite her to one of the EMSAC meetings so everyone can meet her. Director Page introduced Dave Meinni from Naples Community Hospital. Mr. Meinni said NCH received their COPCN license today. They are planning on starting the transports on June 1. They will start with one vehicle and 32 personnel. Their hiring is also complete. At the present time they have 22 Tober certified paramedics and the rest are firefighters or EMT's. Chief Murphy asked if they had given any thought to the QA & QI process. Mr. Meinni stated they would be operating under Dr. Tober's protocol. He also informed everyone that Naples Community Hospital and North Collier Hospital both work under the same provider number so they cannot charge patients for their transports. NCH will not be able to bill for 90% of the transports. Chairwoman Biles thought the Council should take a vote of appreciation for Mr. Dunnuck for all of the help he has provided to the Council. Chief Potteiger made a motion to accept the vote of appreciation for Mr. Dunnuck, seconded by Chief Murphy. Chief Murphy asked if the nursing homes, doctors, etc. would be notified if they call for service EMS is doing the non - emergency calls. He also wanted to say again that EMS & the Fire Departments have made great strides and are working together to improve response times. Chief McEvoy made the motion to adjourn and Chief Murphy seconded it. Fiala Walas Denning Coyle Coletta 1611 A23 COLLIER COUNTY EMERGENCY MEDICAL SERVICES ADVISORY COUNCIL (EMSAC) June 23, 2004 — 2:00 P.M. Board of County Commissioners Meeting Room Fay Biles, Chairman — District #1 Commission District — Present Bob Laird — District 1— At Large — Absent Heather Rockcastle — District 1 — At Large — Present Denver Stone - District 2 Commission District - Present Michael Bridges - District 3 Commission District - Present John Dowd - District 4 Commission District — Present Deborah Wright — District 5 Commission District - Present Gail Dolan — Naples Community Hospital - Absent Jim McEvoy, Chief — City of Naples Police and Emergency Services — Absent Stephanie Vick — Collier County Health Department — Absent Michael Murphy — Chief — City of Marco Fire and Rescue - Present Rob Potteiger — Assistant Chief — Collier County Fire Chiefs Association - Absent Dr. Joel Moll, — Cleveland Hospital - Absent Al Beatty, Captain, Collier County Sheriffs Office — Absent Chairwoman Biles called the monthly meeting of the Emergency Medical Services Advisory Council to order. She suggested they go ahead and start the meeting however no action could be taken until a quorum was present. Chairman Biles informed the Council she attended the Board Meeting yesterday to address the amendment to Ordinance 2004 -12. The Board agreed to delay any decision until later, possibly until after the AUIR meets. She stated as the area grows there may be a necessity that the growth units may be needed. Director Page stated when the long -term growth plan is looked at next year the department has a growth unit that is scheduled to be purchased. It will not be needed. He thought Commissioner Coyle was correct when he stated in years to come, when the department enlarges, that could be the time to consider only emergency transports. You find another funding mechanism such as coming from the tax bill instead of coming from ad valorem taxes; it would be its own line item. This would be similar to what the sheriff and fire districts have. Chairwoman Biles stated Commissioner Henning was very gracious and she did not think Mr. Saunders would give up pursuing the amendment. Station Update Chief Thomas White gave the station update. Grey Oakes P _facility is still planning on opening in September. The other projects are goiRivi g well. Co!v� Ne iw,ck ,u 1611 A 23 Staffing Chief White also reported on the staffing. One of the long time Flight Medics, Paul Baumgardner left the department a few days ago. He left to go to Chiropractic school. Chairwoman Biles asked if there would be a dedication in September of the Grey Oakes Public Safety building. Chief White stated yes it is planned for September. Special Operations Team Report Chief Bowman reported on Special Operations. June 23 was the first time the Special Operations team had been deployed. Several agencies throughout the state were involved; all of the local agencies in Collier County were included. They used the Contamination and Medical Intervention teams. The EMS department did a super job. Chief Bowman has some incredible pictures. He could not go into any further detail because the scenario would be enacted again Wednesday. Chief Murphy stated Sarasota County, Florida National Guard, Ft. Myers, Marco Island Fire, Collier County agencies and Collier County EMS had over 100 technicians on site. Everything went very well. There is a lot of confidentiality included in what was done so he could not go into any more detail. Public Information Camden Smith, PIO for Public Services handed out the newsletter. It includes a profile on the team that is going to Clincon to participate. One of the teams recently competed in a mini competition in Miami. EMS is going to be partnering with NCH, Cleveland Clinic and the American Heart Association along with the training division to educate people to call 911. Commander Aguilera was approached by some of the hospitals saying a lot of cardiac, stroke, and critical patients were not calling 911. They are having a spouse or relative drive them to the hospital. A lecture on this subject will be given closer to the beginning of season. Camden will be working on the next quarterly show. Coverage over the last month was good. The Council viewed the television coverage that was shown the past month. A citizen on Marco Island donated an Autocore unit to be used on Marco. Presentation Chief Dan Bowman introduced Lt. Michael Sullivan. Lt. Sullivan has received three prestige's awards in the last three months. The Chamber of Commerce for the First Responder of the Year presented the first award; the local VFW recognized him for his increditable duty, initiative, and the example he displays. The local VFW presented this award to the State of Florida VFW. The State VFW awarded him recognition through out the State of Florida for the EMS Responder of the Year. Chief Bowman showed a tape of the last couple of months of Lt. Sullivan's life at EMS. Chief Bowman presented an award to Lt. Sullivan for his exemplary service at EMS. PJ- 1611 A2,3 Training Report Commander Aguilera stated the past month was again a large training month for the medics. Commander Ortega has been demonstrating and training the medics on the Auto Pulse. The month of May last year there were 177 hours of training, this month the training went over 1000 hours. There has been training this month on 12 -Lead, MOU training with the fire departments, basic ECG training, training with the Emergency Medical Dispatch Center and Auto Pulse. It was a very busy month. June and July should be well above last year's totals also. Commander Aguilera introduced Mr. Patrick McVicker, Director for the Southeast Systems Development. He is the representative who is helping with the implementation process. Dr. Tober is doing research on cases where the medics have used the Autocore. In July the Journal of Emergency Services (JEMS) will be coming to EMS to do an article on the Autocore in their magazine. This will give us national coverage. We purchased 9 ECG monitors. Chief Murphy's Firefighters did the training and EMS would be delivering the first monitor to Marco Island Fire today. There will be a second one going out to Marco, East Naples Fire, and the City of Naples Fire over the next few weeks. That is another step forward for the ALS Engine Program. Director's Report Director Page sent copies of the proposed EMS User Fee Schedules to the EMSAC Council for FY05. We will attempt this year to implement the fees as soon as the Board passes them instead of waiting until October 1, 2004. This will help to make up some of the revenue loss we are experiencing from the NCH transports. Director Page gave an explanation of the fees, user fee, collection rates, etc. Chairman Biles thought more education was needed to explain to the citizens about the Medicare and Medicaid as well as insurance payments in relation to their billing statements. Director Page said that EMS systems need to set user fees based on the type of unit and level of service that is dispatched to a call. If you are dispatched to a cardiac arrest and it turns out the patient only fainted, you would bill for the ALS unit that was dispatched. Medicare continues to change the way they pay every couple of years. Previously Medicare would pay based on the condition of the patient at time of transport. Now, they will pay based on how the call was dispatched. We are going to need to incorporate into our data system a "dispatched to" field so we can bill Medicare in this fashion. Director Page informed the Council the Budget Workshop will be held next week. He is submitting the same budget to the Council the Board of Commissioners will receive. In determining the growth of the department the County reviews the AUIR growth plan each year in December. This determines the growth for the next 10 years. In 2001 the Growth Plan showed we would have had 3 new units by now and another 3 in the next three years. The ALS Engine Program has tremendously helped the department's response times and therefore we have not needed any of those units that were previously identified in the AUIR of 2001. 3 1611 A23 Director Page informed the Council that the department was sending two competition teams to Clincon and he wanted to wish them the best. NCH Dave Mennini of NCH informed the Council they are in the 23rd day of operations. They are averaging between 5 and 7 transports a day. One unit is in service at the present time. The second unit should be in service soon. They have a good group of Tober Paramedics and everything is going well. EMS Fire Director Page said the EMS department was now recognized by the state and federal government as a fire department. There are 50 plus certified firefighters in the department. They are utilized everyday through the ALS engine program with Marco, City of Naples and East Naples. Director Page believed that since they are fighting fires they were entitled to the same compensation received by other firefighters throughout the State of Florida. There are certain benefits the department firefighters were not receiving such as accidental death benefits and education supplements for Associate and Bachelors degrees. Director Page met with the State Fire Marshall's office in March of 2003 and they discussed the problems EMS was having in keeping it's Fire/Medics certified. It was beginning to look like, short of being a Fire Department, it would be impossibility. The Collier County Fire Chiefs voted that they supported EMS in doing whatever they needed to do maintain the firefighter certifications, short of becoming a Countywide Fire department. With the help of Mr. Dunnuck and the County Managers office, the EMS Department established itself as a Fire Department under the County Fire Control District (District 1). The County currently contracts the fire protection for that district out to a few of the other fire districts and that will continue. Council Questions Chairwoman Biles inquired, how does the word get out that carrying stretcher patients by a private service cannot be done. Director Page said they operate under a taxi license and not a BLS transport license. Director Page said that he believed that they then fell under the Taxi Ordinance and not the COPCN Ordinance. Private businesses have been providing stretcher transports under the taxi license for a number of years. No medical personnel are in the back with the patient. The customer does not require an attendant in the back. Chairwomen Biles stated she thought it was illegal to transport stretcher patients. Director Page stated he did not know for sure if it was illegal. Mr. Michael Bridges was involved in the re- writing of the COPCN for Lee County. It states if an organization has a taxi license they can transport wheelchair patients. It also states you must use the County ALS transport if you need to be transported with a stretcher. It was made clear to all private providers that if they were in violation of the Ordinance transporting patients with a stretcher their license would be revoked. 4 1611- A 23 Director Page stated Medicare would not pay for stretcher patients unless it is a medical necessity. Chairwomen Biles inquired if anyone had a problem with her writing a letter to the BCC thanking them for their consideration at the Board Meeting yesterday. Chief Murphy stated there were some misconceptions on Marco concerning the purchase of a boat. He had stated the Marco Fire Department was interested in purchasing a rescue boat that would carry several patients as well as be outfitted with fire apparatus. He had stated to the media he was looking for a partner such as EMS or the County. He did not state EMS had purchased 50 %. Director Page stated he was looking into the purchase of a boat using Grant funds. Using Impact Fees for a purchase of a boat would be a problem for EMS at this time. He has contacted the State to see if Grant funds would be available. Meeting adjourned. 5 Fiala V / Halas .... _... ��._._ Henning Coyle Coletta 1611A23 COLLIER COUNTY EMERGENCY MEDICAL SERVICES ADVISORY COUREMEIVE® (EMSAC) AUG July 29, 2004 — 2:00 P.M. Board of County Commissioners Meetinkq" 2004 County Commissioners Fay Biles, Chairman — District #1 Commission District — Present Bob Laird — District 1— At Large — Present Heather Rockcastle — District 1— At Large — Absent Denver Stone - District 2 Commission District - Present Michael Bridges - District 3 Commission District - Present John Dowd - District 4 Commission District — Absent Deborah Wright — District 5 Commission District - Present Gail Dolan — Naples Community Hospital - Present Jim McEvoy, Chief — City of Naples Police and Emergency Services — Present Stephanie Vick — Collier County Health Department — Absent Michael Murphy — Chief — City of Marco Fire and Rescue - Present Rob Potteiger — Assistant Chief — Collier County Fire Chiefs Association - Present Dr. Joel Moll, — Cleveland Hospital - Present Al Beatty, Captain, Collier County Sheriffs Office — Absent Chairwoman Biles called the monthly meeting of the Emergency Medical Services Advisory Council to order. She wanted the minutes to note the meeting date had been changed. The August meeting has also been changed to August 31, at 2:00 P.M. Chairwoman Biles noted Audicor had been misspelled in the June minutes. Chairwoman Biles requested Chief Murphy to explain the item in the minutes on page 4, the 5th line down in the June minute's reference to EMS/Fire. She also said the Fire Chiefs noted they supported EMS in doing whatever they needed to do to maintain the firefighter certification short of becoming a county wide fire department. With the help of Mr. Dunnuck and the County Managers office, the EMS department established itself as a fire department under the County Fire Control District One. Chief Murphy stated EMS made a commitment they were not going to go out and buy fire engines and other equipment. They were using District #1 which is an unincorporated jurisdiction within their area to facilitate the fire rescue portion to get their fire department status. They filed with the State Fire Marshall and they were granted the fire certification. Chairwoman Biles inquired how the EMS could become a fire department that is not countywide Chief Bowman stated they are only identifying themselves as doing fire coverage with District `One Jurisdiction. To become countywide would mean taking over all the districts in Collier County and iye are not doing that. That is not the intent of the language. D It states that Collier County EMS will be a fire department that is not countywide. CT� 1 R ° � To: ibis A23 Chairwoman Biles asked if EMS would receive the same benefits now? Chief Bowman stated they are going through the process of getting the certified Firefighters who work for EMS items such as supplemental compensation, higher insurance coverage, death benefits and other benefits that EMS was not allowed because they were not a Fire Department. Chief McEvoy explained the Firefighters at EMS were eligible for state benefits. The important thing is the firefighters that are employed by EMS now will not have to re -test in order to maintain their certifications. Chairman Biles wanted to know if Collier County EMS was now known as EMS/Fire? Chief Bowman stated nothing has been changed except EMS is a fire department recognized by State Forestry. They have not had time to get into whether or not it is necessary to change the name. MINUTES. With no other additions or discussion to the minutes Chief Murphy made a motion to accept them. Motion 2nd by Gail Dolan. Minutes were approved. OLD BUSINESS. Legal Request on COPCN — (Taxi Ordinance regarding Stretcher Transports) Chief Bowman stated a draft has been completed and sent to the County Attorney's Office to finalize. Other agencies and skilled nursing facilities will have to be notified as soon as the final draft has been approved. NEW B USINESS: Report on the New Emergency Operations Center — Jim VonRinteln Jim VonRinteln, Emergency Management reported on the new Emergency Services Complex. A drawing of the artist design of new building was handed out. It will house not only the EMS Administration Office but also a new warehouse for EMS, the Emergency Management Department, new Emergency Operations Center, Sheriffs 911 center, Sheriffs sub - station, and a new traffic operations center as well as some Information Technology servers, etc. It will consolidate some critical emergency service functions and some key county functions as well. The design was centered on survivability for a Hurricane with a category 5 resistance. This building will be located on Santa Barbara Boulevard next to the future EMS station 19, in front of the Caloosa Middle School. It will also meet all FEMA regulations. The cost will be approximately 30 million dollars. There will be no operating or administrative space on the ground level. The ground floor will house the EMS warehouse as well as workstations. It is well above flood elevation. There is a possibility of an auditorium area on the first floor that would hold 150 people. 2 1611 A23 The second floor will house the EMS administration spaces, training area, a sheriffs sub station, and some space for Information Technology, a shower and restroom facility and transportation operations center. The third floor will house a combination of the 911 center and the Emergency Operations Center. The land area is about 4 % acres. The ground breaking is anticipated for the first of the year. January or February with a 15 to 20 month construction. We are looking at the summer of 2006 for completion. Staffing Report -Chief White Chief White gave the following report. Staffing is in great shape. The benefit of having a fully staffed department is the decrease in overtime. $193,000 is the overtime savings for this year compared to 2003. Several people tested for the Lieutenants positions and we promoted seven paramedics to lieutenants. They all did very well. Chairwoman Biles wanted everyone to know she sat in on the testing and she was very impressed. There was one vacancy last month and it was reclassified into a full time Public Information Specialist position. Camden Smith is now a full time employee. She has done tremendous things to promote and inform the community about EMS. Public Information Specialist — Camden Smith Camden handed out a copy of the newsletter for the month. This month Wayne Watson was profiled. There was an article about the EMS billing department. The ALS Program will be expanded into the Isle of Capri in October. Lt. Paramedic Firefighter Sheri Green wrote and article titled "Burnout Emergency ". A new section for union information will be titled "State of the Union" corner. We also have a space for announcements. Camden then showed Video productions that had been viewed on TV for the past month. One video covered the ALS Program. Another one covered Tim Rudzitis, an EMS employee who made the decision a decade ago to become a bone marrow donor. He had not heard anything for years and then a few days ago he was contacted that he was the closest match for a gentleman with leukemia who needed bone marrow transplant to survive. He agreed immediately to go ahead with the procedure. The last video was about road safety and involved in EMS transports units. 3 1611 A 23 Camden then introduced Tim Rudzitis. Tim thanked EMS for giving him so much support. Camden informed the Council at the September meeting of the BCC a Proclamation would be read in appreciation of Tim's very gracious and unselfish deed. Training Report — Chief Jorge Aeuilera The quarterly report for the Fiscal Year shows over 4,000 training hours have been provided already. So far, that is a 200% increase in training from last year at this point. AMI and 12 lead training were the topics for this month's training. The in- service in August is scheduled for the 17, 18, & 19 and we will be reviewing the Audicor study. There were 62 calls where the Audicor was used; we will be reviewing all of those calls. Jorge spent 3 hours today with the Medical Director of Inovise and Dr. Tober, going over 22 cases that we are looking at a little closer. The information that we are getting is impressive. We are trying to develop the information into what this will mean to the paramedics in the future. There have only been a few medics who have been involved with the initial testing of the Audicor. We will now introduce the whole organization to what we have seen so far and get more input into this area. A new company called Sizoss has produced the newest medicine to treat congestive heart failure. They are interested to see if Audicor can provide the paramedics the necessary information to look and see if there is a benefit of giving this medicine in the out of hospital environment. We will be meeting with them again in August and will discuss this more. It is great to be the center of attention for a lot of research and ideas. Two of our training staff, Battalion Chief Helen Ortega and Captain Noemi Diaz, are in Ft. Myers completing a two -day course on emergency response to Weapons of Mass Destruction. When they come back they will have the credentials to be able to teach this course. The SORT members have been educated in this course and we might be able to combine resources. The goal is for next year to run this class on a countywide basis for all of the paramedics. September we will be moving into our next target area of Acute Stroke Management. Florida just adopted the Florida Stroke Act recognizing the importance of early recognition of patients who are having strokes and getting into proper facilities, which include the future determination of not just hospitals, but into heart hospitals that are targeted for receiving stroke patients. We will be having the paramedics do an Acute Stroke Management course that was developed by the University of Miami. This training should take us through November or December. El 1611 A 23 Database Administrator Report — Dave Stedman Mr. Stedman showed a testing of the AVO. He was up in the helicopter to see how accurate it would track. It was a successful test. There were several challenges that were faced. It clearly illustrates that is will work perfectly with the trucks. The biggest problem we faced in the helicopter was the cellular. When you go over about 500 feet your cell service tends to go away quickly. That was the biggest hurdle. We also flew in the most remote areas. The helicopter uses 15 minute status calls. If it would go down, under the worse possible circumstances, no one would know for 14 minutes and 59 seconds. With this technique the icon representing the helicopter would stop moving and the icon would change from green to red to inform contact was lost immediately. We will be using external amplifiers and antenna's to see if the signal can be improved. The trucks will not need anything extra. Directors Report — Dan Bowman for Jeff Page The letters of recognition that were received over the last few weeks were handed out to the council members. The re- organization is around the corner. EMS, Emergency Management, Isle of Capri Fire, Ochopee Fire and the Medical Examiner will now form the Bureau of Emergency Services. Mr. Dan Summers will be over the Bureau and he will remain the Director of Emergency Management. Jeff Page will continue as the Director of Emergency Medical Services. The increase of the rates for the ground and helicopter transports went before the Board on July 27. This was on the consent agenda and was approved without comment. There is a District 4 opening and Mr. John Dowd has resubmitted his paperwork to continue to be a member of the Advisory Board. Due to a re- organization, the Collier County Health Department has requested the appointment of Judith Nuland as the new Health Department representative. Chairwoman Biles requested a thank you letter be sent to Stephanie Vick for her past services. Dan Bowman introduced Lt. Mark Willis. Mark informed the Council he is the new DVP for the union. He is offering his services for providing the employee prospective. If anyone has any questions Mark can be reached at mwillisdvp.com. Meeting was adjourned. E ORIGINAL DOCUMENTS CHECKLIST & ROUTING I TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TQL C) JK3 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) Complete routing lines #1 through #4 as appropriate for additional ROUTING g SLIP natures, dates, and/or information already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4f complete he document is checklist, and forward to Sue Filson (line #5). Route to Addressee(s) (List in routing order) 1. 2. 3. 4. 5. Sue Filson, Executive Manager Office Board of County Commissioners Initials I Date PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Contact �e �Z \� Phone Number Agenda Date Item was A roved b the BCC 'L$ Uc� Agenda Item Number ( Type of Document b Attached Number of Original bY- % Documents Attached 57 INSTRUCTIONS & CHECKLIST ial the Yes column or mark "N /A" in the Not Applicable column, whichever is ro Yes riate. N/A (Not I. ginal document has been signed/initialed for legal sufficiency. (All documents to be ed by the Chairman, with the exception of letters, (Initial) A licable) most must be reviewed and signed he Office of the County Attorney. This includes signature pages from ordinances, lutions, etc. signed by the County Attorney's Office and signature pages from racts, agreements, etc. that have been fully executed by all except J;e Ytoke� cm parties the BCC irman and Clerk to the Board and Possibly State Officials.) b handwritten strike- through and revisions have been initialed by the County Attorney's ce and all other arties except the BCC Chairman and the Clerk to the Board 3. Chairman's signature line date has been entered as the date of BCC ykp- approval of the ment or the final ne negotiated contract date whichever is applicable. n here" tabs are placed on the appropriate pages indicati ng where the Chairman's ature and initials are required. �,. 5. In most cases (some contracts are an exception), he original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of our deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 16K3'+ OFFICE OF THE COUNTYATTORNEY INTEROFFICE MEMORANDUM TO: Sue Filson, Administrative Assistant to the Board lh V'Lkv + FROM: Jeffrey A. Klatzkow, Assistant County Attorney DATE: September 29, 2004 RE: Application of Tax Deeds, 2001 County Tax Certificates Item 16K(3) 9/28/04 BCC Agenda On September 28, 2004, the Board of County Commissioners, as agenda item 16K(3), approved the sending of a notice to the Tax Collector of application for tax deeds for all 60 County -held 2001 tax certificates. In checking with the Tax Collector's Office today, we were advised that three of the certificates were redeemed following our request that the matter be placed on the Board's agenda, leaving 57 County -held tax certificates for the year 2001. Attached are the Notices to the Tax Collector of Application of Tax Deed, which I have reviewed for legal sufficiency. Please have Chairman Fiala's signature stamped and attested on each of the attached Notices and return the originals to me for processing. Please call me at 774 -8492 with any questions. Thank you for your assistance. JAK:dan Attachments cc: David C. Weigel, County Attorney 16K3 MEMORANDUM Date: September 30, 2004 To: Dinny Neet Office of the County Attorney From: Ann Jennejohn, Deputy Clerk Minutes & Records Department Re: Notices to the Tax Collector of Application of Tax Deeds; The 2001 County Tax Certificates (Item #16K3) from the 9/28/04 Board of County Commissioners Meeting Enclosed please find the fifty -seven original documents as referenced above (Agenda Item #16K3), as approved by the Board of County Commissioners on Tuesday, September 28, 2004. After these documents have been processed, kindly return the originals back to the Board Minutes & Records Department so they may be kept in the official record. If you should have any questions, please call me at 774 -8406 Thank you. Enclosure(s) 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1304 May 29, 2001 8 52 29 SE1 /4 OF NW1 /4 OF NW1 /4 OF SW1 /4 2.5 AC OR 933 PG 1998 -99 Tax ID: 01109880007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: • . DWIGHT E. BROCK, CLERK sf�ettrr� to On r. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Commissioners, holder of the following tax sale certificate, hereby surrenders of ame to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1307 May 29, 2001 9 52 29 E 1/2 OF SE 1/4 OF SW 1/4 OF NE 1/4 OF NW 1/4 1.25 AC OR 823 PG 1211 Tax ID: 01114280003 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DO NA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK AtteesU . Chi nuan' :. signature taIY. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier Countv: In accordance with Section 197.502, Florida Statutes, the Commissioners, holder of the following tax sale certificate, hereby surrenders same too the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1315 May 29, 2001 1152 29 E 1/2 OF NW 1/4 OF SW 1/4 OF SW 1/4 OF SW 1/4 1.25 AC OR 656 PG 1565 Tax ID: 01123840007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. s DON, A FIALA, CHAIRMAN PW*HT E, BROCK, CLERK SEPTEMBER 2$ 2004 DATE ti 6K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1317 May 29, 2001 1152 29 SE 1/4 OF SW 1/4 OF SE 1/4 OF NW 1/4 2.5 AC OR 684 PG 663 Tax ID: 01124600000 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. La I=; :t DON A FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK DeputyC k Q,C Attest as to Chairman's signature only. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1393 May 2 _ 9, 1-001 29 52 32 25% OG &MR: SE 1/4 of NE 1/4 Tax ID: 01164240006 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. 4L Ic 4. DONNA FIALA, CHAIRMAN ATTEST: . DWIGHT E. BROCK, CLERK � O.0 4Ieouty AtUst U to CtW i r-an ' s Signature only. SEPTEMBER 28, 2004 DATE 1683 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -2982 May , 2 y _ 29 001 GOLDEN GATE EST UNIT 38 E 75FI' OF W 180FT OF TR 51 Tax ID: 38604720004 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. "0M' ATTEST: DWIGHT E. BROCK, CLERK Deputy ! tk Attest U t0 Cha iron .3 signature only. SEPTEMBER 28,2o04 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3032 May 29. 2001 GOLDEN GATE EST UNIT 40 E 75FT OF W 180FT OF TR 3 Tax ID: 38720120009 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FI3TA7 , CHA A ATTEST: DWIGHT E. BROCK, CLERK v Deputy C1 Atisst U to 0a i reran ' s signature 04iy. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3036 May 29, 2001 GOLDEN GATE EST UNIT 40 W 20FT OF E 20OFT OF TR 26 OR 1397 PG 2231 -48 Tax ID: 38721760002 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONN FIALA, CHAIRMAN ATTEST: . DWIGHT E. BROCK, CLERK. �:- o. c . puty to Signature 0.nIy. SEPTEMBER 28 2004 DATE 1683 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3069 May 29, 2001 GOLDEN GATE EST UNIT 41 W 75FT OF TR 43 Tax ID: 38784680006 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificat of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK; CLERK Deputy C AtoSt N tb Chs i ran ' s 319nature wy. SEPTEMBER 28 2004 DATE 1683 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3100 May 29 2001 GOLDEN GATE EST UNIT 42 W 75FT OF E 180FT OF TR 95 Tax ID: 38848280009 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. — 4Lx -, �_ 4 - DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK Deputy t c At#.a st as o Chs i ruan ' $ signature only. SEPTEMBER 28 2004 DATE 16N3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Commissioners, holder of the following tax sale certificate, hereby surrenders of same too he Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3139 May 29 2001 GOLDEN GATE EST UNIT 43 W 105FT OF TR 143 Tax ID: 38913320001 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONLNA FIALA, CHAIRMAN ATTEST: DWIGHT E. SROCK, CLERK Oeputy k Atiast W to CAairmn's signature only. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3206 May 29 2001 GOLDEN GATE EST UNIT 45 E 75FT OF W 180FT OF TR 105 Tax ID: 39030120002 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. I DONNA FIALA, CHAIRMAN ATTEST: .- DWIGHT E. BROCK, CLERK Deputy At#,ast as Cha ' signature oaly. SEPTEMBER 28 2004 DATE 1683 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3226 May 29, 2001 GOLDEN GATE EST UNIT 46 E 75FT OF W 180FT OF TR 51 OR 477 PG 858 Tax ID: 39085480001 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. V DONNA FIALA, CHAIRMAN ATTEST: '. DWIGHT E, BROCK, CLERK oe�U a Jitt�tt 46 to I SIgnature on1j. SEPTEMBER 28 2004 DATE 161(3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3347 May 29, 2001 GOLDEN GATE EST UNIT 52 W 75FT OF E 180FT OF TR 40 OR 1007 PG 7 Tax ID: 39443600009 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. 4A DON!,FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK b .�.� Deputy, k �ttost ai9 tO Cha i man ' s signature only. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3356 May 29, 2001 GOLDEN GATE EST UNIT 53 E 75FT OF TR 27 Tax ID: 39492400001 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. _d2�r_� d4 Z_ DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK bn ', ( * Attest &a Chai 's signature only. SEPTEMBER 28 2004 DATE K"; Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3475 May 29, 2001 GOLDEN GATE EST UNIT 63 W 75FT OF TR 48 OR 517 PG 448 Tax ID: 39835160005 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK �J Deputy C Attest m d Cha 1 rsan ' s s 1 gnature op 1 y . SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -3527 May 29, 2001 GOLDEN GATE EST UNIT 65 W 75FT OF E 150FT OF TR 65 OR 299 PG 195 Tax ID: 39957800007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK' �-�-�- —C�UZ-k.A� A Q. L. `J U C 1� iSt Ch= - s s i pature 001Y.,' SEPTEMBER 2$ 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -5407 May 29, 2001 MAINLINE BLK 5 LOT 26 OR 80 PG 322 Tax ID: 56405000002 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. SEPTEMBER 28 2004 DONNA FIALA, CHAIRMAN DATE ATTEST:. DWIGHT E BROCK, CLERK Deputy Attest Ott Chairman's signature only. 16N3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -5676 May 29, 2001 NAPLES FARM SITES INC N82.5FT OF S247.5FT OF W1/2 OF TR 38 Tax ID: 61735320007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ArrESr: v �WIGSI E. BROCK, ARK 0" Cl . p_ =t +s Ct►air oan .: Signature oaiy. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -6129 May 29, 2001 PELICAN BAY UNIT 10 THAT PORTION OF SITE 28 DESC AS: COM SW CNR SITE 28, N 85DEG 42'34 "E 150.12FT, S 2DEG E Tax ID: 66674376638 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: - DWIGHT E. CROCK, CLERK 'z Deputy - Attst n to CAa f run ' s signature only. SEPTEMBER 28.2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Commissioners, holder of the following tax sale certificate, hereby surrenders same to he Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0711 May ?9 � y _ , _001 28 50 29 E1 /2 OF W I/2 OF NW 1/4 OF NW 1/4 OF NW 1/4 Tax ID: 00508440007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. r! DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E,13ROCK, CLERK Dep r* Attests to 31SnatL;r-. aI ` i SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0736 May 29, , 2001 18 50 33 N1 /2 OF SE1 /4 OF SE1 /4 OF SE1 /4 5 AC OR 1075 PG 1107 Tax ID: 00584600007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. 11� DONNA FIALA, CHAIRMAN SEPTEMBER 28,_2004 DATE ATTEST: DWIGHT E. BROCK, CLERK Deputy a Attest 34 .� Cirt�q'.3 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0763 May 29, 2001 33 50 33 25% O G & M RIGHTS DESC AS SE1 /4 NE1 /4 NE1 /4 10 AC OR 188 PG 169 Tax ID: 00617160003 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above- mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. 1 SEPTEMBER 28 2004 DONNA FIALA, CHAIRMAN DATE ATTEST:. DWIGHT E. BROCK, CLERK v Deputy oik rk Att4st A4 to CMir=n's signature only. 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0764 May 29, 2001 33 50 33 25% O G & M RIGHTS DESC AS: NEI /4 SE1 /4 NE1 /4 10 AC OR 189 PG 507 Tax ID: 00617200002 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. ,• d� -rtsCs DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK. LJ Deputy e Attest as to cmir is, 3 sioatu" ca1Y• SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of Countv Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0779 May 29, 2001 15 50 34 W1 /2 OF SW1 /4 OF SEI /4 OF NE1 /4 5 AC Tax ID: 00631240006 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. J'z_"a SEPTEMBER 28,___2004 DON A FIALA, CHAIRMAN DATE m ATTEST: DWIGHT E. BROCK, CLERK �J Deputy Att3st u to Chai run, 3 319notwe call. 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0873 May 29, 2001 34 50 34 S 1/2 OF S 1/2 OF NW 1/4 OF NW1 /4 OF NE1 /4 2.5 AC OR 214 PG 866 + WILL Tax ID: 00709240006 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. dpi -�-rs✓ i, DON A FIALA, CHAIRMAN ATTEST: DWIG.HT.E. BROCK, CLERK bL., (�. C 1i Deputy r!c Att"t a iii ;mn - 3 Signat0l.b. 0+1,Y. SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1028 May 29, 2001 151 29 E1 /2 OF E1 /2 OF SE1 /4 OF NE 1/4 OF SE 1/4 2.5 AC OR 506 PG 867 Tax ID: 00803040005 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. dr DONNA FIALA, CHAIRMAN ,ATTEST: DWIGHT E. BROCK, CLERK Deputy grit Att*st AS to Cha 1 rmn ' 3 31RAature o6ply. SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1032 May 29, 2001 1 51 29 W1 /2 OF NW 1/4 OF SW 1/4 OF NW 1/4 OF SE1 /4 1.25 AC OR 786 PG 444 Tax ID: 00807920008 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. SEPTEMBER 28, 2004 DONNA FIALA, CHAIRMAN DATE ATTEST: DWIGHT E. BROCK, CLERK Duty �tt.St C r C#�air�aa's 3i5a4tt i . axn.n� Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1063 May 29, 2001 9 5129 E1 /2 OF NW1 /4 OF NW1 /4 OF NF-1/4 OF SW1 /4 1.25 AC OR 487 PG 378 Tax ID: 00843360004 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DON A FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK Deputy Att"t as to Cha ir=n ' l signature only. SEPTEMBER 28, 2004 DATE 16 K.3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1065 May 29, 2001 9 5129 NE1 /4 OF SW1 /4 OF NE1 /4 OF SW 1/4 2.5 AC OR 566 PG 967 Tax ID: 00844680000 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. SEPTEMBER 28, 2004 DO NA FIALA, CHAIRMAN DATE ATTEST: DWIGHT E BROCK, CLERK Deputy roc Attest :% to CMtruw' S aicalatur!* �7.alj. 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of Countv Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1067 May 29, 2001 9 5129 W 1/2 OF SW 1/4 OF NW 1/4 OF NW1 /4 OF SE1 /4 1.25 AC OR 685 PG 1981 Tax ID: 00847080005 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK Deputy Clark Attest es to Chaiirmn'3 signature only. SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1069 May 29, 2001 9 5129 W1 /2 OF SW1 /4 OF NE1 /4 OF NE 1/4 OF NE 1/4 1.25 AC OR 967 PG 1479 Tax ID: 00849040001 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DON A FIALA, CHAIRMAN ATTEST: DWIGHT E. $ROCK, CLERK vj DepuIjr t'e c At 3st &4 C!mt . 's signatu" 1�. SEPTEMBER 28, 2004 DATE 1683 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1082 May 29. 2001 11 5129 NE 1/4 OF NW 1/4 OF SE 1/4 OF SE1 /4 2.5 AC OR 696 PG 804 Tax ID: 00857400002 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST, . . QWlGHT E. BROCK, CLERK 0WWtYC1 Att36t U tO i rsa�a ' signature only. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1084 May 29, 2001 11 51 29 NE1 /4 OF SEI /4 OF SE1 /4 OF NW 1/4, 2.5 AC OR 734 PG 328 Tax ID: 00858200007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above- mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. $ROCK, CLERK Deputy, Attest as to Cha1roman -3 SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1120 May 29, 2001 18 5129 SW1 /4 OF NWl /4 OF NE1 /4 OF SW 1/4 2.5 AC OR 1 579 PG 1031- 1033 Tax ID: 00887720008 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above- mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK Att*st as to Cha i roan ' SEPTEMBER 28.2004 DATE 16K3 Approved as to form pp and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1124 May 29, 2001 18 5129 NE 1/4 OF SW 1/4 OF NE 1/4 OF SE1 /4 Tax ID: 00890280108 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. L..�� SEPTEMBER 28, 2004 DONNA FIALA, CHAIRMAN DATE ATTEST: DWIGHT E. BROCK, CLERK M 'M ► "t at to am i" ' s sig44tur� onj Y. 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1126 May 29, 2001 19 5129 SW1 /4 OF NE1 /4 OF NEI /4 OF NW 1/4 2.5 AC Tax ID: 00893320007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN AST: pwj;GHT E, BROCK, CLERK - c peputy c(e c� Attest ss to Chair%' o signature €all. SEPTEMBER 28, 2004 DATE 0 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1157 May 29, 2001 26 5129 E1 /2 OF NE1 /4 OF NE1 /4 OF SE1 /4 OF NE1 /4 1.25 AC OR 1783 PG 72 Tax ID: 00922120000 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above- mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. r DONNA FIALA, CHAIRMAN ATTEST: . DWIGHT E. BROCK, CLERK Deputy C, Attast as to M4 rMan s1ghattwo ^ply, '3 SEPTEMBER 28, 2004 DATE UFA Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1161 May 29, 2001 26 51 29 Wl /2 OF NE 1/4 OF SW 1/4 OF NE1 /4 OF NW 1/4 OR 813 PG 597- 98 & Tax ID: 00926920002 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK � Deputy AU4- st 341TO Chairzan,,j 3ignmt+e OnIY, SEPTEMBER 28, 2004 DATE 161(3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1175 May 29, 2001 29 5129 SE1 /4 OF SWl /4 OF SE1 /4 OF SEl /4 2.5 AC OR 580 PG 96 Tax ID: 00939440003 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. r DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK CJ C `J Deputy '�i:�xt sec air -n'3 signature only. SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of Countv Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1180 May 29, 2001 3151 29 SW1 /4 OF SW1 /4 OF SE1 /4 OF SW 1/4 2.5 AC OR 514 PG 809 Tax ID: 00949960007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above- mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. �- DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. FROCK, CLERK Depu 4eric xt"St As to CMirmn's 319"Atars on),,. SEPTEMBER 28, 2004 DATE 16!(3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1182 May 29, 2001 31 51 29 NW1 /4 OF SE1 /4 OF SE1 /4 OF NE1 /4 2.5 AC Tax ID: 00951880007 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. , SEPTEMBER 28, 2004 DONNA FIALA, CHAIRMAN DATE ATTEST: DWIGHT E. BROCK, CLERK De Rut)+ rk Est as Cha I rte. , s si�atttr* ply. 16H3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1212 May 29, 2001 36 51 29 NE 1/4 OF NW 1/4 OF SW 1/4 OF NE 1 /4, W 1/2 OF NW 1/4 OF NE 1/4 OF SW 1/4 OF NE 1/4 3.75 AC OR 683 PG 510 Tax ID: 00981600008 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK puty Attu st aas to Chaa i man ' sagnatur�, only. SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1234 May 29, 2001 1 51 34 NI /2 OF NEI /4 OF SW1 /4 OF SE1 /4 5 AC Tax ID: 01007440002 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DO A FIALA, CHAIRMAN ATTEST: DWIGHT E. SROCK, CLERK u e Da i . � rSc Attost �a to rr?11ir:mn �S SEPTEMBER 28, 2004 DATE 16, K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -7236 May 26, 2004 4 52 28 E 1/2 LESS THE FOLL: DEDICATED CANAL, SEWAGE TREATMENT PLANT, WATER TREATMENT FACILITY, SERVICE & ENTRANCE RD Tax ID: 01058920005 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. ,,d- —_ , _. t -, 7 � L 7;, - DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK Attast as chair-'Uh. s110natura 0aiy. SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -7237 May 26, 2004 4 52 28 UNREC'D PARCEL D IN THE E1/2 OF SEC 4 Tax ID: 01058921208 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DO NA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK De lark Attest to chair�as�' s signature colt'. SEPTEMBER 28, 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1269 May 29, 2001 9 52 28 THAT PORTION OF SEC 9 NKA SUNSET CAY VILLAS XI BLDG 3 AS DESC IN OR 2824 PG 254 Tax ID: 01067082604 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK J Deputy C& Attest M to du i rMA, 3 llwtun!► ca l y a SEPTEMBER 28. 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1272 May 29, 2001 2 52 29 SE1 /4 OF SE1 /4 OF SW1 /4 OF SE1 /4 2.5 AC OR 562 PG 333 Tax ID: 01072640002 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. ¢ DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK Deputy ! Rttast as to CRairsan's SiSAAtsrf SEPTEMBER 28, 2004 DATE 161(3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1275 May 29, 1001 3 52 29 SE1 /4 OF SE1 /4 OF SW1 /4 OF NE 1 /4 2.5 AC Tax ID: 01082880001 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above- mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK Deputy uric Attest a to Chsi run ' sionatwe 'All. SEPTEMBER 28, 2004 DATE Approved as to form Id 6K3 legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1290 May 29, 2001 6 52 29 NW1 /4 OF NE1 /4 OF NW1 /4 OFNE1/42.5ACOR512PG444 Tax ID: 01095120004 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK 10 0C. Deputy CI 1#u3st an to i1'ean' i siq..natar2 001Y. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -1292 May 29, 2001 6 52 29 NW 1/4 OF SW 1/4 OF SE 1/4 OF SE 1/4, E 1/2 OF E 1/2 OF NE 1/4 OF SE 1/4 OF SW 1/4 OF SE 1/4 3.13 AC OR 713 PG 1321 Tax ID: 01097200003 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. i DOl4NA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, CLERK Deputy Awit a[ t0 Ch4 i rzdn `, signature 641Y. SEPTEMBER 28 ?004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0326 May 29,200 1 32 48 29 S1 /2 OF NE1 /4 OF NE 1/4 OF SEI /4 5 AC OR 278 PG 632 Tax ID: 00229440001 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. SEPTEMBER 28, 2004 DONNA FIALA, CHAIRMAN DATE ATTEST: DWIGHT E. BROCK, CLERK Oe{x►�r Att.ast as w"CUIrm"'s s 1 ;xatwe =11. 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0329 May 29, 2001 32 48 29 S1 /2 OF SW1 /4 OF NE1 /4 OF SE1 /4 5 AC. OR 1341 PG 834 Tax ID: 00230040005 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN SEPTEMBER 28 2004 DATE ATTEST: DWIGHT E. BROCK, CLERK AtD3at l to Chair=.., i, inaturA- caly. 161(3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0694 May 29 y _ , 2001 21 50 29 E1 /2 OF Nwl /4 OF NE1 /4 OF NE 1/4 OF NW 1/4 1.25 AC OR 656 PG 593 Tax ID: 00490800001 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. i DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK CLER!{:: O.0 . ,t 49 to man SEPTEMBER 28. 2004 DATE iq 16K3'• Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0698 May 29, 2001 2150 29 SW1 /4 OF NE1 /4 OF NE1 /4 OF SEI /4 2.5 AC OR 809 PG 1391 -92 Tax ID: 00492760000 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriff's costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. f ( l r DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK. CLERK 'Attast a4 SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Board of County Commissioners, holder of the following tax sale certificate, hereby surrenders same to the Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0702 May 29, , _001 23 50 29 NE1 /4 OF NE1 /4 OF Nwl /4 OF NE1 /4 2.5 AC OR 624 PG 460 Tax ID: 00497240004 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTEST: DWIGHT E. BROCK, C_ LERK u Deputy C ttvst gat to C 1imu&.3 1 c,.UtLr'% 4A 111. SEPTEMBER 28 2004 DATE 16K3 Approved as to form and legal sufficiency: Jeffrey A. Klatzkow Assistant County Attorney NOTICE TO TAX COLLECTOR OF APPLICATION FOR TAX DEED TO: Tax Collector of Collier County: In accordance with Section 197.502, Florida Statutes, the Commissioners, holder of the following tax sale certificate, hereby surrenders of ame to he Tax Collector and makes tax deed application thereon: CERT. NO. DATE LEGAL DESCRIPTION 01 -0710 May 29, 2001 28 50 29 S1 /2 OF NW 1/4 OF SE 1/4 OF SE 1/4 5 AC OR 687 PG 317 Tax ID: 00507880008 I agree to pay all tax collector's fees, ownership and encumbrance report costs, clerk of the court costs, charges and fees and sheriffs costs, if applicable. Attached is the above - mentioned tax sale certificate on which this application is based and all other certificates of the same legal description which are in my possession. DONNA FIALA, CHAIRMAN ATTES I: DWIGHT E. BROCK, CLERK DeputyDle� ' SEPTEMBER 28 2004 DATE SETTLEMENT AGREEMENT AND RELEASE THIS SETTLEMENT AGREEMENT AND RELEASE (hereinafter referred to as the "Agreement and Release ") is entered into and made on this �1 day of - 44 , 2004 by and among Collier County and the Collier County Water -Sewer District, political subdivisions of the State of Florida (hereinafter collectively referred to as "Collier County ") on the one hand and Project Integration, Inc. (hereinafter referred to as "PI ") on the other hand. WITNESSETH: WHEREAS, PI and Collier County have had ongoing disputes concerning without limitation amounts allegedly owed by Collier County to PI and delays allegedly caused by PI in connection with the PI's. construction of Collier County's North County Regional Water Reclamation Facility 5 -MGD Expansion, including without limitation all work undertaken by PI pursuant to Contract/Bid No. 99 -2908 and any duly authorized Change Orders, Amendments or Modifications to that Contract (hereinafter collectively referred to as the "Project "); and, WHEREAS, Collier County and PI, without any of them admitting any liability or fault, now desire to settle these disputes as well as any and all disputes, whether now known or unknown, that arise from, relate or refer in any way, whether directly or indirectly, to the Project except as may be expressly excepted herein; and, WHEREAS, Collier County and PI desire to reduce their settlement to a writing so it shall be binding upon them as well as their respective owners, directors, principals, elected officials, officers, employees, ex- employees, agents, trustees, attorneys, representatives, insurers, spouses, predecessors, successors, assigns, heirs and affiliates. 161(5 NOW, THEREFORE, in consideration of the mutual covenants, promises and consideration set forth in this Agreement and Release, and with the intent to be legally bound, Collier County and PI agree as follows: 1. Collier County and PI adopt and incorporate by reference into this Agreement and Release the forgoing recitals, sometimes referred to as "Whereas Clauses ", and further agree that said recitals are true and accurate. 2. In consideration of the resolution of all disputes or claims whether now known or unknown arising from or referring or relating in any way, whether directly or indirectly, to the Project, with the express exceptions set forth in the release in Paragraph 4 below, Collier County and PI agree as follows: (a) Collier County shall, within seven (7) working days after the effective date of this Agreement and Release, release to PI $500,000.00 of the $810,069.19 being held in retainage on the Project; (b) PI hereby expressly acknowledges and agrees that this release of $500,000.00 in retainage completely and fully resolves all of PI's claims against Collier County, whether now known or unknown, that arise from or refer or relate in any way, whether directly or indirectly, to the Project. 3. In further consideration of the resolution of the disputes between the parties, and for other good and valuable consideration, the adequacy of which is hereby acknowledged, PI, on behalf of itself as well as on behalf of its owners, directors, officers, employees, ex- employees, agents, trustees, attorneys, representatives, successors, assigns, insurers and affiliates hereby releases and forever discharges Collier County from any and all claims, demands, causes of action, damages, costs, attorney's fees, expenses and obligations of any kind or nature 2 16K5 whatsoever that it has asserted or could have asserted, whether now known or unknown, that arise from or relate or refer in any way, whether directly or indirectly, to the Project. 4. In further consideration of the resolution of the disputes between the parties and for other good and valuable consideration, the adequacy of which is hereby acknowledged, Collier County, on behalf of itself as well as on behalf of its elected officials, officers, employees, ex- employees, agents, attorneys and representatives hereby release and forever discharges PI and its surety from any and all claims, demands, causes of action, damages, costs, attorneys' fees, expenses and obligations of any kind or nature whatsoever that arise from or relate or refer in any way, whether directly or indirectly, to the Project except as follows: (a) Collier County does not release PI or its surety and PI expressly acknowledges that neither it nor its surety is hereby released from any undiscovered or unknown claims for breach of warranty relating to workmanship or material provided to the Project by PI or its subcontractors or suppliers; (b) Collier County does not release or discharge PI or its surety, and PI expressly acknowledges that neither it nor its surety is hereby released from any claims for latent defects that may occur or be discovered on the Project. 5. Collier County and PI acknowledge both the receipt and adequacy of the consideration set forth in Paragraph 2 — 4 of this Agreement and Release. 6. Notwithstanding anything that may be to the contrary in any other Paragraph of this Agreement and Release, Collier County and PI agree that either of them (as well as any other persons or entities intended to be bound) shall, in the event of any breach of this Agreement and Release, retain the right to enforce the terms and conditions of this Agreement and Release as is more fully described in Paragraph 12 of this Agreement and Release 3 COLLIER COUNTY FLORIDA REQUEST FOR LEGAL ADVERTISING OF PUBLIC HEARINGS To: Clerk to the Board: Please place the following as a: X Normal legal Advertisement ❑ Other: (Display Adv., location, etc.) Originating Dept/ Div: PUD Wastewater Person: Robert Casey Date: 9/10/04 Petition No. (If none, give brief description): Petitioner: (Name & Address): Name & Address of any person(s) to be notified by Clerk's Office: (If more space is needed, attach separate sheet) Hearing before BCC X BZA Other Requested Hearing date: (Based on advertisement appearing 10 days before hearing. 40^0 (3-1 Newspaper(s) to be used: (Complete only if important): X Naples Daily News ❑ Other ❑ Legally Required Proposed Text: (Include legal description & common location & Size: Please see attached Companion petition(s), if any & proposed hearing date: Does Petition Fee include advertising cost? ❑ Yes ❑ No If Yes, what account should be charged for advertising costs: 469- zio III - &4401(0 Reviewed by: Division Administrator or Designee Date List Attachments: DISTRIBUTION INSTRUCTIONS 1 A. For hearings before BCC or BZA: Initiating person to complete one coy and obtain Division Head approval before submitting to County Manager. Note: If legal document is involved, be sure that any necessary legal review, or-request for same, is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute copies: ❑ County Manager agenda file: to ❑ Requesting Division Clerk's Office ❑ Original B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office, retaining a copy for file. FOR CLERK'S OFFICE USE ONLY: Date Received: Date of Public hearing: 946 Date Advertised: RESOLUTION NO. 2004 - A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, INCREASING THE EFFLUENT IRRIGATION (REUSE) RATES BY AMENDING SCHEDULE THREE OF APPENDIX A TO SECTION FOUR OF THE COLLIER COUNTY ORDINANCE NO. 2001 -73, TITLED THE COLLIER COUNTY WATER -SEWER DISTRICT UNIFORM BILLING, OPERATING AND REGULATORY STANDARDS ORDINANCE; PROVIDING DELAYED EFFECTIVE DATES. WHEREAS, on December 11, 2001 the Board of County Commissioners adopted Ordinance No. 2001 -73, entitled the Collier County Water -Sewer District Uniform Billing, Operating and Regulatory Standards Ordinance; and WHEREAS, on December 11, 2001, the Board of County Commissioners approved the Wastewater Resource (reuse) Master Plan; and WHEREAS, in conjunction with the approval of the Master Plan, the Board adopted new effluent irrigation (reuse) rates (Ordinance No. 2001 -73) that were designed to charge reclaimed customers for operating, maintenance and capital replacement costs associated with the delivery system for reuse water; and WHEREAS, on January 25, 2003, the Board of County Commissioners approved Water and Wastewater Master Plans, Water and Wastewater Impact Fees, and Water and Wastewater User Rates that included a Consumer Price Index increase for the two fiscal years starting October 1, 2003 and October 1, 2004; and WHEREAS, on September 11, 2003, the Board of County Commissioners approved a Consumer Price Index increase for reuse water for the fiscal year starting October 1, 2004 using the same Consumer Price Index applied to the water and wastewater rates; and WHEREAS, staff recommends increasing the reuse water rates for the fiscal year starting October 1, 2004 by the same Consumer Price Index used to adjust the water and wastewater rates for the fiscal year starting October 1, 2005. NOW, THEREFORE BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: The Board of County Commissioners, after advertised public hearing, accepts the staffs recommendation and proclaims that the reuse water rates as set forth in the amended Schedule Three to Appendix A of Ordinance No. 2001 -73, as amended, titled the Collier County Water -Sewer District Uniform Billing, Operating and Regulatory Standards Ordinance, which amended Schedule is incorporated herein. This revised reuse water user rate schedule will take effect at 12:01 A.M. on Wednesday, October 1, 2004 for Fiscal Year 2005. This Resolution is adopted after motion, second and majority vote favoring adoption this Twenty-eighth day of September 2004. ATTEST BOARD OF COUNTY COMMISSIONERS Dwight E. Brock, Clerk COLLIER COUNTY, FLORIDA By Deputy Clerk Approved as to form and legal sufficiency: By: Thomas C. Palmer, Assistant County Attorney By: Donna Fiala, Chairman 17B 17g COLLIER COUNTY WATER -SEWER DISTRICT UNIFORM OPERATION AND REGULATORY STANDARDS APPENDIX A — SCHEDULE 3 Effluent Irri "a ion (Reuse) Rates 1. Effluent irrigation usage in each District shall be at the following schedule: (a) Service Availability charge: Individually Meter Irrigation: 5/8 and' /. inch meter $ 4.35 per month I inch meter $ 10.90 per month 1 %: inch meter $ 21.75 per month 2 inch meter $ 43.50 per month 3 inch meter $ 87.00 per month 4 inch meter $ 174.00 per month 6 inch meter $ 330.00 per month 8 inch meter $ 600.00 per month 10 inch meter $ 960.00 per month 12 inch meter $1,430.00 per month (b) Volume Charge per 1,000 gallons: Proposed Effective Existing October 1. 2004 (i) Pressurized and distributed $9:§7 $0.69 (ii) Pressurized $9:33 $0.36 (iii) Bulk $9.37 $0.28 7B %0 a 4 September 13, 2004 Attn: Pam Naples Daily News 1075 Central Avenue Naples, Florida 34102 Re: Resolution Increasing Irrigation Rates Dear Pam: Please advertise the above referenced notice on Friday, September 17, 2004 and kindly send the Affidavit of Publication, in duplicate, together with charges involved to this office. Thank you. Sincerely, Linda A. Houtzer, Deputy Clerk P.O. /Account 408210111 - 648110 17B NOTICE OF PUBLIC HEARING Notice is hereby given that the Board of County Commissioners of Collier County will hold a public hearing on Tuesday, September 28, 2004 in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3301 East Tamiami Trail, Naples, Florida. The meeting will begin at 9:00 A.M. THE BOARD WILL CONSIDER A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, INCREASING THE EFFLUENT IRRIGATION (REUSE) RATES BY AMENDING SCHEDULE THREE OF APPENDIX A TO SECTION FOUR OF THE COLLIER COUNTY ORDINANCE NO.2001 -73, TITLED THE COLLIER COUNTY WATER -SEWER DISTRICT UNIFORM BILLING, OPERATING AND REGULATORY STANDARDS ORDINANCE; PROVIDING DELAYED EFFECTIVE DATES. NOTE: All Persons wishing to speak on any agenda item must register with the County Administrator prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 5 minutes on any item. The selection of an individual to speak on behalf of an organization or group is encouraged. If recognized by the Chair, a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All material used in presentations before the Board will become a permanent part of the record. Any person who decides to appeal a decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. BOARD OF COUNTY COMMISISONERS COLLIER COUNTY, FLORIDA DONNA FIALA, CHAIRMAN DWIGHT E. BROCK, CLERK By: /s /Linda A. Houtzer, Deputy Clerk (SEAL) Zinda- -4. JVoutzer ro.• legal (T maii) Sudj a- Reso. Irrigation Rates Good Morning, Please advertise the attached notice on Friday, September 17, 2004. oil Reso- Irrigation Reso- Irrigation Rates.doc Rates.doc If you have any questions, please call 774 -8411. Thank you, Linda Minutes and Records 17g Linda -4. -,Illoutzer From.• _,rostmastergc %rk. coilerflus Sent- Monelay, S,�Ptem6er 13, 2004 9.47 AM -WO.' Linda A - 1,iWoutzer SUIOect.- Deli-very Status Aidtii tcation (Relay) 17B "r This is an automatically generated Delivery Status Notification. Your message has been successfully relayed to the following recipients, but the requested delivery status notifications may not be generated by the destination. legals @naplesnews.com ATT25513.txt Reso.- Irrigation Rates 17B "r This is an automatically generated Delivery Status Notification. Your message has been successfully relayed to the following recipients, but the requested delivery status notifications may not be generated by the destination. legals @naplesnews.com 17B Linda - 4..Aloutzer -Trvm.• System A dministrator�postmasterCq)na�lsnews comJ Sent- .Monday, S,�Ptem6er 13, 2004 9.40 AM 70.• Linda .4. �loutzer Sudj Reso. - Irrigation Rates Linda A. Houtzer From: legals [legals @naplesnews.com] Sent: Monday, September 13, 2004 10:11 AM To: Linda A. Houtzer Subject: RE: Reso.- Irrigation Rates No - - - -- Original Message---- - From: Linda A. Houtzer [mailto: Linda. Houtzer @clerk.collier.fl.us] Sent: Monday, September 13, 2004 9:47 AM To: Legals (E -mail) Subject: Reso.- Irrigation Rates Good Morning, Page 1 of 1 178 Please advertise the attached notice on Friday, September 17, 2004. «Reso- Irrigation Rates.doc>> «Reso- Irrigation Rates.doc>> If you have any questions, please call 774 -8411. Thank you, Linda Minutes and Records 9/13/2004 Naples Daily News Naples, FL 34102 17B Affidavit of Publication Naples Daily News -- - - - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - BOARD OF COUNTY COMMISSIONERS CHERI LEFARA PO BOX 413016 NAPLES FL 34101 -3016 REFERENCE: 001230 408210111648 58913137 NOTICE OF PUBLIC HEA State of Florida County of Collier Before the undersigned authority, personally appeared B. Lamb, who on oath says that she serves as Assistant Corporate Secretary of the Naples Daily News, a daily newspaper published at Naples, in Collier County, Florida: that the attached copy of advertising was published in said newspaper on dates listed. Affiant further says that the said Naples Daily News is a newspaper published at Naples, in said Collier County, Florida, and that the said newspaper has heretofore been continuously published in said Collier County, Florida, each day and has been entered as second class mail matter at the post office in Naples, in said Collier County, Florida, for a period of 1 year next preceding the first publication of the attached copy of advertisement; and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publiction in the said newspaper. PUBLISHED ON: 09/17 PU�CIHEARING re Is hereby given the Board of County missioners of Col. County, will hold a to 'heating on TUeS- September 28, 2004 nt TOTE: All Persons wish - ng to speak on any er with the County limited to 5 minutes on any Item. The selec- tion of an individual to speak on behalf of an organization or group Is encouraged. If recog. nized by the Chair, a spokesperson for a group or organization may be allotted 10 min - uttees to speak on an ersons_ wishing to re. snail ne suomitted to, AD SPACE: 10 8 . 0 0 0 INCH the appropriate County; FILED ON : 09/17/04 staff a minirqum of sev- ______________________ en da s prior to the; -------------------------- ------- - - - - -- ublic earing. All me- �erial used In resenta- tions before the Board Signature of Affiant WnI hero p a Derma - Sworn to and Subscribed before me this ,/ nentparto'__ day o 2OC�7 i, Any person who decid- es to appeal a decision Personally known by me v �Ct , of the Boats will need a record of the proceed= �ings pertaining thereto) and therefore, may need to ensure that a ye, Harriett Bushong MY COMMISSION # DD234689 EXPIRE 300 24, 2007 110NDED THPU TROY Fa(N INSURANCE INC 130ARD OF COUNTY COMMISISONERS COLLIER COUNTY, FLORIDA DONNA FIALA, CHAIR - DWIIK HT E. BROCK, By: /sAjoloa A. Houtzer, MEMORANDUM Date: December 23, 2004 To: Roger Kastel Assistant Re Use Coordinator From: Linda A. Houtzer, Deputy Clerk Minutes & Records Department Re: Resolution 2004 -309 Enclosed is a copy of the document referenced above, Agenda Item #1713, approved by the Board of County Commissioners on Tuesday, September 28, 2004. If you should have any questions, please call 774 -8411. Thank you. Enclosure) !SL MEMORANDUM Date: December 28, 2004 To: John Yonkosky, Director Utility Billing & Customer Service From: Linda A. Houtzer, Deputy Clerk Minutes & Records Department Re: RESOLUTION 2004 -309 Enclosed please find a copy of the document as referenced above, Agenda Item 4178, approved by the Board of County Commissioners on Tuesday, September 28, 2003. If you should have any questions, please call me at 774 -8411. Thank you. Enclosures 17B RESOLUTION NO. 2004 - 309 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, INCREASING THE EFFLUENT IRRIGATION (REUSE) RATES BY AMENDING SCHEDULE THREE OF APPENDIX A TO SECTION FOUR OF THE COLLIER COUNTY ORDINANCE NO. 2001 -73, TITLED THE COLLIER COUNTY WATER -SEWER DISTRICT UNIFORM BILLING, OPERATING AND REGULATORY STANDARDS ORDINANCE; PROVIDING DELAYED EFFECTIVE DATES. WHEREAS, on December 11, 2001 the Board of County Commissioners adopted Ordinance No. 2001 -73, entitled the Collier County Water -Sewer District Uniform Billing, Operating and Regulatory Standards Ordinance; and WHEREAS, on December 11, 2001, the Board of County Commissioners approved the Wastewater Resource (reuse) Master Plan; and WHEREAS, in conjunction with the approval of the Master Plan, the Board adopted new effluent irrigation (reuse) rates (Ordinance No. 2001 -73) that were designed to charge reclaimed customers for operating, maintenance and capital replacement costs associated with the delivery system for reuse water; and WHEREAS, on January 25, 2003, the Board of County Commissioners approved Water and Wastewater Master Plans, Water and Wastewater Impact Fees, and Water and Wastewater User Rates that included a Consumer Price Index increase for the two fiscal years starting October 1, 2003 and October 1, 2004; and WHEREAS, on September 11, 2003, the Board of County Commissioners approved a Consumer Price Index increase for reuse water for the fiscal year starting October 1, 2003 using the same Consumer Price Index applied to the water and wastewater rates; and WHEREAS, staff recommends increasing the reuse water rates for the fiscal year starting October 1, 2004 by the same Consumer Price Index used to adjust the water and wastewater rates for the fiscal year starting October 1, 2003. NOW, THEREFORE BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: The Board of County Commissioners, after advertised public hearing, accepts the staff's recommendation and proclaims that the reuse water rates as set forth in the amended Schedule Three to Appendix A of Ordinance No. 2001 -73, as amended, titled the Collier County Water -Sewer District Uniform Billing, Operating and Regulatory Standards Ordinance, which amended Schedule is incorporated herein. This revised reuse water user rate schedule will take effect at 12:01 A.M. on Wednesday, October 1, 2004 (for Fiscal Year 2005). This Resolution is adopted after motion, second and majority vote favoring adoption this 28th day of September 2004. ATTEST Dwight E. Brock, Clerk } 0 uty. G 0&1 t i� toj r ran ' s A`gpibved as fo,fd�b:- S .4£��icy: By: Thomas C. Palmer, Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIE UNTY, FLORI A By: Donna Fiala, Chairman Item # 1-78 Agenda ,Z , Date Date M--1a 12 -*2 COLLIER COUNTY FLORIDA REQUEST FOR LEGAL ADVERTISING OF PUBLIC HEARINGS To: Clerk to the Board: Please place the following as a: XXX Normal legal Advertisement (Display Adv., location, etc.) ❑ Other: D -All Originating Originating Dept/ Div: Comm.Dev.Serv. /Comprehensive Planning Person: Marcia R. Kendall Date: September 10, 2004 Petition No. (If none, give brief description) Immokalee Area Master Plan Restudy Committee extension and name change. Petitioner: (Name & Address): N/A Name & Address of any person(s) to be notified by Clerk's Office: (If more space is needed, attach separate sheet) N/A Hearing before XXX BCC BZA Other Requested Hearing Date: September 28 2004 Based on advertisement appearing 10 days before hearing. Newspaper(s) to be used: (Complete only if important): XXX Naples Daily News Other Proposed Text: (Include legal description & common location & Size: See Attached Companion petition(s), if any & proposed hearing date: N/A ❑ Legally Required Does Petition Fee include advertising cost? X Yes ❑ No If Yes, what account should be charged for advertising costs: l 1 1- 138317- 649100 -00000 Reviewed by: Approved by: Division Head Date County Manager Date List Attachments: Advertisement Request and Map DISTRIBUTION INSTRUCTIONS A. For hearings before BCC or BZA: Initiating person to complete one copy and obtain Division Head approval before submitting to County Manager. Note: If legal document is involved, be sure that any necessary legal review, or request for same, is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute copies: ❑ County Manager agenda file: to ❑ Requesting Division Clerk's Office ❑ Original B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office, retaining a copy for file. FOR CLERK'S OFFICE USE ONLY: Date Received: q-k OY Date of Public hearing: 9 ZO 'Q5' Date Advertised: 9'/ % `,Q f 17C September 28, 2004 BCC Public Hearing Advertisinq Requirements Please publish the following Advertisement on Friday, September 17, 2004 and furnish proof of publication to Marcia R. Kendall, Comprehensive Planning Department, Community Development & Environmental Services, 2800 North Horseshoe Drive, Naples, Florida 34104. The advertisement may be placed in that portion of the newspaper where legal notices and classified advertisements appear. 17C '71 Notice is hereby given that on TUESDAY, September 28, 2004 in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3301 East Tamiami Trail, Naples, Florida the Board of County Commissioners will hold a public hearing to consider the adoption of the following County Ordinance, for the extension and renaming of the Immokalee Area Master Plan Restudy Committee. The meeting will commence at 9:00 A.M. The Title of the proposed ordinance is as follows: A COLLIER COUNTY ORDINANCE RE- ESTABLISHING THE IMMOKALEE AREA MASTER PLAN RESTUDY COMMITTEE AS THE IMMOKALEE MASTER PLAN AND VISIONING COMMITTEE; PROVIDING FOR REESTABLISHMENT AND PURPOSE; PROVIDING FOR APPOINTMENT AND COMPOSITION; PROVIDING FUNCTIONS, POWERS AND DUTIES; PROVIDING FOR ATTENDANCE REQUIREMENTS AND TERMINATION FROM OFFICE; PROVIDING FOR OFFICERS, QUORUM AND RULES OF PROCEDURE; PROVIDING FOR DISSOLUTION OF THE COMMITTEE AND REPEAL OF THE ORDINANCE; PROVIDING FOR REIMBURSEMENT OF EXPENSES; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. All interested parties are invited to appear and be heard. Copies of the proposed plan are available for inspection at the Comprehensive Planning Department, 2800 N. Horseshoe Drive, Naples, Florida between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. Any questions pertaining to these documents should be directed to the Comprehensive Planning Department (239- 403 -2400) Written comments filed with the Comprehensive Planning Department prior to September 28, 2004 will be read and considered at the public hearing. If a person decides to appeal any decision made by the Board of County Commissioners with respect to any matter considered at such meeting or hearing, he will need a record of that proceeding, and for such purpose he may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA DONNA FIALA, CHAIRMAN DWIGHT E. BROCK, CLERK By: /s /Patricia Morgan Deputy Clerk (SEAL) 17C ORDINANCE NO. 04- A COLLIER COUNTY ORDINANCE RE- ESTABLISHING THE IMMOKALEE AREA MASTER PLAN RESTUDY COMMITTEE AS THE IMMOKALEE MASTER PLAN AND VISIONING COMMITTEE; PROVIDING FOR REESTABLISHMENT AND PURPOSE; PROVIDING FOR APPOINTMENT AND COMPOSITION; PROVIDING FUNCTIONS, POWERS AND DUTIES; PROVIDING FOR ATTENDANCE REQUIREMENTS AND TERMINATION FROM OFFICE; PROVIDING FOR OFFICERS, QUORUM AND RULES OF PROCEDURE; PROVIDING FOR DISSOLUTION OF THE COMMITTEE AND REPEAL OF THE ORDINANCE; PROVIDING FOR REIMBURSEMENT ERABILITYX AND PROVIDING PROVIDING FOR CONFLICT AND SEV FOR AN EFFECTIVE DATE. WHEREAS, on May 27, 2003, the Board of County Commissioners adopted Resolution No. 2003 -192 establishing an Immokalee Area Master Plan Restudy Committee as an ad hoc advisory committee for a period of one year; and WHEREAS, the term of the Immokalee Area Master Plan Restudy Committee expired on July 29, 2004; and WHEREAS, in order to be consistent and in harmony with the provisions of the County's adopted Rural Lands Stewardship Area within the Rural Federal Empowerment/Enterprise Zone and Florida Enterprise Zone, the Immokalee Area Master Plan Restudy Committee has expressed a desire to continue the work of the Committee in order that it may continue to assist staff in the establishment of amendments to the Immokalee Area Master Plan 2007 amendment cycle; and WHEREAS, on March 23, 2004, the Board of County Commissioners approved to extend the services of the Committee through the 2007 Master Plan amendment cycle; and WHEREAS, the Committee has requested a new name which shall be the Immokalee Master Plan and Visioning Committee. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: REESTABLISHMENT AND PURPOSE. The Board of County Commissioners hereby reestablishes the Immokalee Area Master Plan Restudy Committee as the Immokalee Master Plan and Visioning Committee (the ,Committee "). The purpose of the Committee is to assist County staff with monitoring and implementation of the Immokalee Area Master Plan and land use regulations that affect various Immokalee zoning districts. SECTION TWO: APPOINTMENT AND COMPOSITION. The Committee shall serve at the pleasure of the Board of County Commissioners. Membership of the Committee shall be sought and appointed in accordance with Collier County Ordinance No. 2001 -55. 17C "° The Committee shall consist of ten (10) members from a broad base of citizens and business owners in the regulatory area of the Immokalee Area Master Plan. SECTION THREE: FUNCTIONS, POWERS AND DUTIES. The functions, powers and duties of the Committee shall be to: A. Assist in the development of any necessary Requests for Proposals (RFPs) for consulting services. B. Assist County staff with the review of general planning matters related to the Immokalee Community. These could include housing, zoning, economic and /or other issues as may be brought before the Committee. C. Identify and provide the Board of County Commissioners the Committee's recommendations relative to: 1. road improvements; 2. economic incentives; 3. increasing the quality and quantity of affordable housing; 4. land uses and improvements relative to the Immokalee Regional Airport; 5. density increases in mixed -use districts; 6. restructuring of future land use designations and designation boundaries within the Immokalee community; 7. the facilitation of construction of commercial development in commercial districts; 8. the preparation of revisions to current zoning districts and the development of associated Unified Land Development Code standards; and 9. the review of the 5 -year Schedule of Capital Improvements, relative to the Immokalee community. D. Assist in the development of revised goals, objectives and policies and land use designation descriptions for the Immokalee Area Master Plan. E. Assist in the review and updating of the Immokalee Area Master Plan in order to establish consistency between the Master Plan and the County's Rural Lands Stewardship Area Overlay provisions. All meetings shall be open to the public and shall be governed by the Florida Government in the Sunshine Law. All meetings shall be held after reasonable public notice is provided as to the location, time and subject matter of the meetings. 2 17C SECTION FOUR: ATTENDANCE REQUIREMENTS; TERMINATION FROM OFFICE. Any member of the Committee may be removed from office, with or without cause, by a majority vote of the Board of County Commissioners. Attendance requirements, including failure to attend meetings and removal from office are governed by Collier County Ordinance No. 2001 -55, as it may be amended, or by its successor ordinance. SECTION FIVE: OFFICERS; QUORUM; RULES OF PROCEDURE. 1. Annually, the membership of the Committee shall elect a Chairman, Vice Chairman, and Secretary from among the members. Officers' terms shall be for one (1) year with eligibility for reelection. 2. The presence of a majority of the current membership shall constitute a quorum necessary to take action and transact business. In addition, an affirmative vote of 5 or more shall be necessary in order to take official action. 3. The Committee shall, by a majority vote of the entire membership, adopt rules of procedure for the transaction of business and shall keep a written record of meetings, resolutions, findings and determinations. Copies of all Committee minutes, resolutions, reports, and exhibits shall be submitted to the Board of County Commissioners. SECTION SIX: DISSOLUTION OF THE COMMITTEE; REPEAL OF ORDINANCE. The term of the Committee will expire at the conclusion of its services to staff or upon adoption of the 2007 cycle of the Growth Management Plan amendments for the Immokalee Area Master Plan, whichever is earlier. The Committee shall thereafter dissolve itself and this Ordinance shall be automatically repealed. Dissolution and repeal shall not be later than December 31, 2007. SECTION SEVEN: REIMBURSEMENT OF EXPENSES. Members of the Committee shall serve without compensation, but shall be entitled to receive reimbursement for expenses reasonably incurred in the performance of their duties upon prior approval of the Board of County Commissioners. SECTION EIGHT: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other applicable law, the more restrictive shall apply. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION NINE: EFFECTIVE DATE. This Ordinance shall become effective upon filing with the Secretary of State. 3 17C PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida this 28th day of _ September 2004. ATTEST: DWIGHT E. BROCK, Clerk By: Deputy Clerk Approved as to form and legal sufficiency: Marjo M. Student Assistant County Attorney BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA By: DONNA FIALA, Chairman 2 go 17C r, September 8, 2004 Attn: Pam Naples Daily News 1075 Central Avenue Naples, Florida 34102 Re: Immokalee Area Master Plan Restudy Dear Pam: Please advertise the above referenced notice on Friday, September 17, 2004, and kindly send the Affidavit of Publication, in duplicate, together with charges involved, to this office and to Marcia R. Kendall, Comprehensive Planning Department, Community Development & Environmental Services, 2800 North Horseshoe Drive, Naples, Florida, 34104 Thank you. Sincerely, Linda A. Houtzer, Deputy Clerk Charge to Account:lll- 138317 - 649100 -00000 17C ' NOTICE OF INTENT TO CONSIDER ORDINANCE Notice is hereby given that on Tuesday, September 28, 2004, in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3301 East Tamiami Trail, Naples, Florida, the Board of County Commissioners will consider the enactment of a County Ordinance. The meeting will commence at 9:00 A.M. The title of the proposed Ordinance is as follows: A COLLIER COUNTY ORDINANCE RE- ESTABLISHING THE IMMOKALEE AREA MASTER PLAN RESTUDY COMMITTEE AS THE IMMOKALEE MASTER PLAN AND VISIONING COMMITTEE; PROVIDING FOR REESTABLISHMENT AND PURPOSE; PROVIDING FOR APPOINTMENT AND COMPOSITION; PROVIDING FUNCTIONS, POWERS AND DUTIES; PROVIDING FOR ATTENDANCE REQUIREMENTS AND TERMINATION FROM OFFICE; PROVIDING FOR OFFICERS, QUORUM AND RULES OF PROCEDURE; PROVIDING FOR DISSOLUTION OF THE COMMITTEE AND REPEAL OF THE ORDINANCE; PROVIDING FOR REIMBURSEMENT OF EXPENSES; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. All interested parties are invited to appear and be heard. Copies of the proposed poan are available for inspection at the Comprehensive Planning Department, 2800 N. Horseshoe Drive Naples, florida between the hours of 8:00 A.M. and 5:00 P.M., Monday through friday. Any questions pertaining to these documents should be directed to the Comprehensive Planning Department (239- 403 - 2400). Written comments filed with the Comprehensive Plannign Department prior to September 28, 2004 will be read and considered at the public hearing. If a person decides to appeal any decision made by the Board of County Commissioners with respect to any matter considered at such meeting or hearing, he will need a record of the proceeding, and for such purpose he may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA DONNA FIALA, CHAIRMAN DWIGHT E. BROCK, CLERK By: /s /Linda A. Houtzer, Deputy Clerk (SEAL) 7C Zinda A Ykutzer moo.• legals E-mail) Su Oct.- Immokkal e Area .Master.Plan Restudy Good Morning, Please advertise the attached notice on Friday, September 17, 2004. If you have any questions, please call 774 -8411. Ord. - Immokalee ORD- Immokalee Area Master Pla... Area Master Plan... Thank you, Linda Minutes and Records _ 7C Sent.- -II.V3~�LW IT � �� Zi°,-fa A JV'ou"ze, Ll ATT102219.u* |mmokoleeAreo MastarP|unReo- This is an automatically generated Delivery Status Notification. Your message has been successfully relayed to the following recipients, but the requested delivery status notifications may not be generated by the destination. legals@naplesnews.com 1 Linda _A..Y�CoutZeY 17C -From, System ��fministrator�postmasterAna�lesnevs. come Sent.- Wednesday, S,�Ptemder 08,2004 -11.36 A M �v.• 1 inch A JV'outaer Su6j Immokalee Area Master Plan Restudy Linda A. Houtzer From: legals [legals @naplesnews.com] Sent: Wednesday, September 08, 2004 1:49 PM To: Linda A. Houtzer Subject: RE: Immokalee Area Master Plan Restudy ME - - - -- Original Message---- - From: Linda A. Houtzer [mailto: Linda. Houtzer @clerk.collier.fl.us] Sent: Wednesday, September 08, 2004 11:42 AM To: Legals (E -mail) Subject: Immokalee Area Master Plan Restudy Good Morning, Page 1 of 1 17C *l Please advertise the attached notice on Friday, September 17, 2004. If you have any questions, please call 774 - -8411. «Ord. - Immokalee Area Master Plan.doc>> <<ORD- Immokalee Area Master Plan Restudy.dot>> Thank you, Linda Minutes and Records 9/8/2004 09/30/2004 13:05 2392634864 NAPLES DAILY NEWS Published Daily Naples, FL 34102 Affidavit of Publication State of Florida County of Collier NAPLESDAILY Before the undersigned they serve as the authority, personally appeared 13, Lamb, who on oath says that they serve as the Assistant Corporate SceYetary of the Naples Dally. a daily newspaper published at Naples, in Collier County. Florida.; distributed in Collier and Lee counties of Fltwidt;; that the attached copy of the advertising, being a PUBLIC NOTICE in the matter of Public Notice as published in said newspaper 1 time(R) in the issue on September 17th, 2004 Affiant further says that the said Naplcc thily News k a newspaper published al Naples, in said Collier County. Florida, and that the said newspaper• bas hcreinforc been continwwaly puhlishal in Raid Collier County, Florida: distributed in Collier and l,ee counties of f lorida, each day and has been entered as Amond class mail moucr al the Iwst nfrice in Naples, io mid Collier County, Florida, for s period of year "t preceding the first publicatiot of (11C.1 copy of advortisswncnt; and nffiant further says (list he has neither paid our promincd any person, firm or ooipoi *nn Any discount, rcliwc. connmission or refund for the purpwe of securing this advertisement ti+r publication in the mid newsptgtor. �J 111- J ( Signature of affant) Sworn to and subscribed before me This 30th of September ,2004 (Signature of notary public) PAGE 02/02 17C a con I ogotn E ;: NOtNN R=V. Avon ! iwr �'7l ioo4''1rt"iht .. weir el. TLser_ Vgjgd ordl Mee t! as • �ro1lra•�o •: s. e- LIS MdE1i44 r o4sw >5MWT t► R�• lb ani"re° are -rang. �� tM aril 1�affr V. ''ray, Norbert Bushong m ICtel ;fa IdYCOMMISSIONO 0D7346R9 EXPIPES p, July 24, 2007 RoNMD 1NRU Mnr rALV V-;URAW..L INC. B0 #•1111) OF COUNTY CIO RUNTY, V�O ftA F1ALA, OHAIp- ^'OtM'rC.NT E. !ROCK, crier . O2b 700�.,�;z. ORIGINAL DOCUMENTS CHECKLIST & ROUTING JL? TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT 10 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE (Print on pink paper. Attach to original document — Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are'to be forwarded to the Board Office only after the Board Las taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as.appropriate for additional signatures, dates, and/or information needFti, If the document is already complete with the exception of the :Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson line #5). Route to Addressee(s) Office Initials Date List in routing order) 2. 1. i r 3. 0 5. Sue Filson, Executive Manager I Board of County Commissioners PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff fcn• aodioonal or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has anted to approve the item.) Name of Primary Staff' Contact Agenda Date Item was Approved by the BCC Type of Document Attached Phone Number Agenda Item Number Number of Original Documents Attached irXTQ Tl%IkT � n , 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Yes T N/A (Not __4/ t7 55 ' 111 v i 1 V1 I U ♦.W. it Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is appropriate. 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials. 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is 4. applicable. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's si gnature and initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04 Yes T N/A (Not __4/ t7 55 ' 111 1 ?C ORDINANCE NO. 04 - r, 9 A COLLIER COUNTY ORDINANCE RE- ESTABLISHING THE IMMOKALEE AREA MASTER PLAN RESTUDY COMMITTEE AS THE IMMOKALEE MASTER PLAN AND VISIONING COMMITTEE; PROVIDING FOR REESTABLISHMENT AND PURPOSE; PROVIDING FOR APPOINTMENT AND COMPOSITION; PROVIDING FUNCTIONS, POWERS AND DUTIES; PROVIDING FOR ATTENDANCE REQUIREMENTS AND TERMINATION FROM OFFICE; PROVIDING FOR OFFICERS, QUORUM AND RULES OF PROCEDURE; PROVIDING FOR DISSOLUTION OF THE COMMITTEE AND REPEAL OF THE ORDINANCE; PROVIDING FOR REIMBURSEMENT OF EXPENSES; PROVIDING FOR CONFLICT AND SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on May 27, 2003, the Board of County Commissioners adopted Resolution No. 2003 -192 establishing an Immokalee Area Master Plan Restudy Committee as an ad hoc advisory committee for a period of one year; and WHEREAS, the term of the Immokalee Area Master Plan Restudy Committee expired on July 29, 2004; and WHEREAS, in order to be consistent and in harmony with the provisions of the County's adopted Rural Lands Stewardship Area within the Rural Federal Empowerment/Enterprise Zone and Florida Enterprise Zone, the Immokalee Area Master Plan Restudy Committee has expressed a desire to continue the work of the Committee in order that it may continue to assist staff in the establishment of amendments to the Immokalee Area Master Plan 2007 amendment cycle; and WHEREAS, on March 23, 2004, the Board of County Commissioners approved to extend the services of the Committee through the 2007 Master Plan amendment cycle; and WHEREAS, the Committee has requested a new name which shall be the Immokalee Master Plan and Visioning Committee. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: REESTABLISHMENT AND PURPOSE. The Board of County Commissioners hereby reestablishes the Immokalee Area Master Plan Restudy Committee as the Immokalee Master Plan and Visioning Committee (the "Committee "). The purpose of the Committee is to assist County staff with monitoring and implementation of the Immokalee Area Master Plan and land use regulations that affect various Immokalee zoning districts. SECTION TWO: APPOINTMENT AND COMPOSITION. The Committee shall serve at the pleasure of the Board of County Commissioners. Membership of the Committee shall be sought and appointed in accordance with Collier County Ordinance No. 2001 -55. 17C The Committee shall consist of ten (10) members from a broad base of citizens and business owners in the regulatory area of the Immokalee Area Master Plan. SECTION THREE: FUNCTIONS, POWERS AND DUTIES. The functions, powers and duties of the Committee shall be to: A. Assist in the development of any necessary Requests for Proposals (RFPs) for consulting services. B. Assist County staff with the review of general planning matters related to the Immokalee Community. These could include housing, zoning, economic and /or other issues as may be brought before the Committee. C. Identify and provide the Board of County Commissioners the Committee's recommendations relative to: 1. road improvements; 2. economic incentives; 3. increasing the quality and quantity of affordable housing; 4. land uses and improvements relative to the Immokalee Regional Airport; 5. density increases in mixed -use districts; 6. restructuring of future land use designations and designation boundaries within the Immokalee community; 7. the facilitation of construction of commercial development in commercial districts; 8. the preparation of revisions to current zoning districts and the development of associated Unified Land Development Code standards; and 9. the review of the 5 -year Schedule of Capital Improvements, relative to the Immokalee community. D. Assist in the development of revised goals, objectives and policies and land use designation descriptions for the Immokalee Area Master Plan. E. Assist in the review and updating of the Immokalee Area Master Plan in order to establish consistency between the Master Plan and the County's Rural Lands Stewardship Area Overlay provisions. All meetings shall be open to the public and shall be governed by the Florida Government in the Sunshine Law. All meetings shall be held after reasonable public notice is provided as to the location, time and subject matter of the meetings. 1 7C SECTION FOUR: ATTENDANCE REQUIREMENTS; TERMINATION FROM OFFICE. Any member of the Committee may be removed from office, with or without cause, by a majority vote of the Board of County Commissioners. Attendance requirements, including failure to attend meetings and removal from office are governed by Collier County Ordinance No. 2001 -55, as it may be amended, or by its successor ordinance. SECTION FIVE: OFFICERS; QUORUM; RULES OF PROCEDURE. 1. Annually, the membership of the Committee shall elect a Chairman, Vice Chairman, and Secretary from among the members. Officers' terms shall be for one (1) year with eligibility for reelection. 2. The presence of a majority of the current membership shall constitute a quorum necessary to take action and transact business. In addition, an affirmative vote of 5 or more shall be necessary in order to take official action. 3. The Committee shall, by a majority vote of the entire membership, adopt rules of procedure for the transaction of business and shall keep a written record of meetings, resolutions, findings and determinations. Copies of all Committee minutes, resolutions, reports, and exhibits shall be submitted to the Board of County Commissioners. SECTION SIX: DISSOLUTION OF THE COMMITTEE; REPEAL OF ORDINANCE. The term of the Committee will expire at the conclusion of its services to staff or upon adoption of the 2007 cycle of the Growth Management Plan amendments for the Immokalee Area Master Plan, whichever is earlier. The Committee shall thereafter dissolve itself and this Ordinance shall be automatically repealed. Dissolution and repeal shall not be later than December 31, 2007. SECTION SEVEN: REIMBURSEMENT OF EXPENSES. Members of the Committee shall serve without compensation, but shall be entitled to receive reimbursement for expenses reasonably incurred in the performance of their duties upon prior approval of the Board of County Commissioners. SECTION EIGHT: CONFLICT AND SEVERABILITY. In the event this Ordinance conflicts with any other ordinance of Collier County or other applicable law, the more restrictive shall apply. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION NINE: EFFECTIVE DATE. State. This Ordinance shall become effective upon filing with the Secretary of 3 17C PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida this 28th day of _ September '2004. ATTEST: DWIGHT E. BROCK, Clerk By 'Lj4totta s : t6 Cha i raan ' s sficp of tae pal y. Approved as to form and legal sufficiency: Marjo M. Student Assistant County Attorney BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA k0c By In lQ C.� DONNA FIALA, Chairman 17C STATE OF FLORIDA) COUNTY OF COLLIER) I, DWIGHT E. BROCK, Clerk of Courts in and for the Twentieth Judicial Circuit, Collier County, Florida, do hereby certify that the foregoing is a true and correct copy of: ORDINANCE 2004 -62 Which was adopted by the Board of County Commissioners on the 28th day of September 2004, during Regular Session. WITNESS my hand and the official seal of the Board of County Commissioners of Collier County, Florida, this 29th day of September, 2004. DWIGHT E. BROCK Clerk of Courts and' Clerk: Ex- officio to $3bgrd, of County Commission ers,"':4. .. • A ._.. w w :ham B Heidi R. R��k,Q7,d, :4.•:' Deputy