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#09-5195 (BCBE, Inc.)Marco Island Library Rose Hall Addition COLLIER COUNTY BID NO. 09 -5195 COLLIER COUNTY. FLORIDA Design Professional: BSSW Architects, Inc. COLLIER COUNTY PURCHASING DEPARTMENT 3301 Tamiami Trail, East Naples, Florida 34112 TABLE OF CONTENTS A. PUBLIC NOTICE /LEGAL ADVERTISEMENT (PAGE 1 ONLY) B. INSTRUCTIONS TO BIDDERS C. BID, 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 BSSW Architects, Inc. and identified as follows: Marco Island Library Rose Hall additioin as shown on Plan Sheets 1 through 56. EXHIBIT N: Contractor's List of Key Personnel PUBLIC NOTICE INVITATION TO BID COLLIER COUNTY, FLORIDA Marco Island Library Rose Hall Addition COUNTY BID NO. 09 -5195 Separate sealed bids for the construction of Marco Island Library Rose Hall Addition, 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 26th day of February, 2009, 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 non - mandatory pre -bid conference shall be held at the Purchasing Department, Conference Room A, Purchasing Building "G" at 10:00 a.m. LOCAL TIME on the 11th day of February, 2009, 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 "Bid for Collier County Government, Collier County, Marco Island Library Rose Hall Addition Bid No. 09 -5195 and Bid Date of February 26, 2009 ". No bid shall be considered unless it is made on an unaltered Bid form which is included in the Bidding Documents. The Bid Schedule (GC- P-1 through GC -P -14) shall be removed from the Bidding Documents prior to submittal. One contract will be awarded for all Work. Bidding Documents may be examined on the Collier County Purchasing Department E- Procurement website: www.colliergov.net/bid. Copies of the Bidding Documents may be obtained only from the denoted website. Bidding Documents obtained from sources other than the Collier County Purchasing Department website may not be accurate or current. 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 fifteen (15) calendar days after the receipt of the Notice of Award. The Successful Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. 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 GC -PN -1 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 Owner 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 Owner to evaluate the Bidder's qualifications. The Successful Bidder shall be required to finally complete all Work within two hundred forty-four (244) calendar days from and after the Commencement Date specified in the Notice to Proceed. The Owner 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 without the consent of the Successful Bidder. Dated this 30th day of January, 2009. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: /s/ Stephen Y. Carnell C.P.M. Purchasing and General Services Director GC -PN -2 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 the Division Administrator or Department Director, as applicable, 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. At the Owner's discretion, any or all duties of the Design Professional referenced in the Contract Documents may be assumed at any time by the Project Manager on behalf of the Owner. Conversely, at the Owner's discretion the Project Manager may formally assign any of his /her duties specified in the Contract Documents 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 -14 as bound in these Bidding Documents). By submitting a Bid, Bidder acknowledges and agrees that it shall execute the Agreement in the form attached hereto and incorporated herein. 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 GC -I B -1 location specified herein after the time specified for bid opening will be returned to the bidder unopened and shall not be considered. 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 Owner the unaltered 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 to the Successful Bidder said alternates at a later time but no later than 120 days from opening, unless otherwise agreed by the Purchasing Director and the Successful Bidder. 3.2 The Successful Bidder shall execute five (5) copies of the Agreement in the form attached 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 Bids 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 -I B -2 Section 5. Signing of Bids 5.1 Bids submitted by a corporation must be executed in the corporate name by the president, a vice president, or duly authorized representative. The corporate address and state of incorporation must be shown below the signature. 5.2 Bids 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 or her 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 Bids 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 G C -I B -3 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. 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. This provision shall be subject to Section 2.3 of the General Conditions to the Agreement. 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. GC-2-4 Section 11. Bid Quantities 11.1 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, 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 and the Successful Bidder 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 12.1 Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation (including the form of the bid documents or bid procedures) shall file their protest with the Purchasing Director prior to the time of the bid opening strictly in accordance with Owner's then current Purchasing Policy, 12.2 The Board of County Commissioners has adopted a Local Preference "Right to Match" policy to enhance the opportunities of Collier County business to receive awards. A "local business" is defined as a business that has a valid occupational license issued by Collier County at least one year prior to bid or proposal submission to do business within Collier County that authorizes the business to provide the commodities or services to be purchased, and a physical business address located within the limits of Collier or Lee Counties from which the vendor operates or performs business. Post Office Boxes are not verifiable and shall not by used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well -being of Collier County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, the support and increase to Collier County's tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. When a qualified and responsive, non -local business submits the lowest price bid, and the bid submitted by one or more qualified and responsive local businesses is within ten percent (10 %) of the price submitted by the non -local business, then the local business with the apparent lowest bid offer (i.e.; the lowest local bidder) shall have the opportunity to submit, an offer to match the price(s) offered by the overall lowest, qualified and responsive bidder. In such instances, staff shall first verify if the lowest GC -I B -5 non -local bidder and the lowest local bidder are in fact qualified and responsive bidders. Next, the Purchasing Department shall determine if the lowest local bidder meets the requirements of Section 287.087 F.S. If the lowest local bidder meets the requirements of 287.087, F.S., the Purchasing Department shall invite the lowest local bidder to submit a matching offer to the Purchasing Department which shall be submitted to the Purchasing Department within five (5) business days thereafter. If the lowest local bidder submits an offer that fully matches the lowest bid from the lowest non -local bidder tendered previously, then award shall be made to the local bidder. If the lowest local bidder declines or is unable to match the lowest non local bid price(s), than award will be made to the lowest overall qualified and responsive bidder. If the lowest local bidder does not meet the requirement of Section 287.087 F.S. and the lowest non -local bidder does, award will be made to the bidder that meets the requirements of the reference state law. Bidder must complete and submit with their proposal response, the Affidavit for Claiming Status as a Local Business which is included as part of this solicitation. Failure on the part of a Bidder to submit this Affidavit with their proposal response will preclude said Bidder from being considered for preference on this solicitation. A vendor who misrepresents the Local Preference status of its firm in a bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year. The County may, as it deems necessary, conduct discussions with responsible bidders determined to be in contention for being selected for award for the purpose of clarification to assure full understanding of, and responsiveness to solicitation requirements. 12.3 The intent of the County is to award this bid to the lowest, qualified and responsive bidder meeting specifications. 12.4 For Bidders who may wish to receive copies of Bids after the Bid opening, The Owner reserves the right to recover all costs associated with the printing and distribution of such copies. Section 13. Sales Tax 13.1 The Successful Bidder acknowledges and agrees that Owner may utilize a sales tax savings program and the Successful Bidder agrees to fully comply, at no additional cost to Owner, with such sales tax savings program implemented by the Owner as set forth in the Agreement and in accordance with Owner's policies and procedures. 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 applicable to the Project, 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 the Contract Documents is performed in a professional and timely manner, all Subcontractors performing any portion of the work on this Project 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 Agreement 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 Agreement 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 Agreement. 15.3 The Owner may reject all bids proposing the use of any subcontractors who have been disqualified from submitting bids to the Owner, disqualified or de- certified for bidding purposes by any public contracting entity, or who has exhibited an inability to perform through any other means. 15.4 Notwithstanding anything in the Contract Documents to the contrary, the Bidders shall identify the subcontractor(s) it intends to use for the categories of work as set forth in the List of Subcontracts attached hereto, said list to be submitted with its bid. Bidders acknowledge and agree that the subcontractors identified on the list is not a complete list of the subcontractors to be used on the Project, but rather only the major subcontractors for each category of Work as established by Owner. Bidders further acknowledge that once there is an Award of Contract, the Successful Bidder shall identify, subject to Owner's review and approval, all the subcontractors it intends to use on the Project. Once approved by Owner, no subcontractor shall be removed or replaced without Owner's prior written approval. GC -I B -7 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. 2004 -05, 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. Section 17. Public Entity Crimes By its submitting a Bid, Bidder acknowledges and agrees to and represents it is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity'; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." 19TOM "A COLLIER COUNTY GOVERNMENT 3301 EAST TAMIAMI TRAIL PURCHASING SERVICES BUILDING NAPLES, FLORIDA 34112 (239) 252 -8407 FAX (239) 252 -6588 ADDENDUM DATE: February 19, 2009 TO: Interested Bidders FROM: Scott D. Johnson http://colliergov.net SUBJECT: Addendum # 2 — Bid #09 -5195 "Rose Hall Addition at the Marco Library" Addendum #2 covers the following change for the above - referenced Bid: Replace: the Contract Proposal (pages GC -P -3 from the original packet with the attached revised Proposal Pages. Bidders must use the Addendum Proposal Page in order to be considered for award. If you require additional information please call me at 239/252 -8995. NOTE: Words strud t#re�have been deleted, words underlined have been added. cc: Hank Jones MATERIAL MANUFACTURERS THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NON - RESPONSIVE All Bidders shall confirm by signature that they will provide the manufacturers and materials outlined in this Bid specifications. Exceptions (when equals are acceptable) may be requested by completing the Material Manufacturer Exception List below. If an exception for a manufacturer and /or material is proposed and listed below and is not approved by Engineer /Project Manager, Bidder shall furnish the manufacturer named in the specification. Acceptance of this form does not constitute acceptance of material proposed on this list. Complete and sign section A OR B. Section A (Acceptance of all manufactures and materials in Bid specifications) On behalf of my firm, I confirm that we will use all manufacturers and materials as specifically outlined in the Bid specifications. Company: Signature: Section B (Exception requested to Bid specifications manufacturers and materials) 2. 3. 4. 5. Date: EXCEPTION MATERIAL EXCEPTION MANUFACTURER Please insert additional pages as necessary. Company: Signature: Date: COLLIER COUNTY GOVERNMENT 3301 EAST TAMIAMI TRAIL ON PURCHASING SERVICES BUILDING NAPLES, FLORIDA 34112 (239) 252 -8407 FAX (239) 252 -6588 http://colliergov.net ADDENDUM DATE: February 19, 2009 TO: Interested Bidders FROM: Scott D. Johnson SUBJECT: Addendum # 1 — Bid #09 -5195 "Rose Hall Addition at Marco Library" Addendum #1 covers the following change for the above - referenced Bid: _.. 1. Electrical and Civil Plans; 2. Pages of architectural drawings 3. Answers to questions If you require additional information please call me at 239/252 -8995. NOTE: Words struck - through -have been deleted, words underlined have been added. cc: Hank Jones Marco Island Library Rose Hall Addition February 18, 2009 BSSW Architects, Inc. 949 Central Ave. Naples, FL 34102 Addendum #1 February 19 2009 0330 -001 Marco Island Library Rose Hall Addition ADDENDUM # 1 A. Response to contractor inquires: Question 1: Pages 10 -19 of Division 9260 in our specification book are blank or contain minimal text; please provide replacement pages. Response: Clarification of specification: 1. SECTION 09260 —GYPSUM BOARD ASSEMBLIES —Delete pages 11 -18. 2. Section 3.5 INSTALLING STEEL PARTITION AND SOFFIT FRAMING, A -1 will be replaced as follows: INSTALLING STEEL PARTITION AND SOFFIT FRAMING A. Install tracks (runners) at floors, ceilings, and structural walls and columns where gypsum board assemblies abut other construction. 1. Where studs are installed directly against exterior walls, install foam - gasket isolation strip between studs and wall. Question 2: As noted on S3.0 and as seen in Detail 13/S4.1, a small portion of the roof calls for "Pre- engineered 20ga Metal Trusses @ 16" O.C." We request the ability to substitute 18ga Structural Metal Framing in place of the pre- engineered Metal Trusses called for in the plans. Response: Request for substitutions must comply with Agreement Exhibit 8 - General Terms and Conditions, subsection 7- Submittals and Substitutions. Question 3: Is contractor to pay permit fees? Response: Yes contractor is to pay for building permit fees. Building permit plan review has been completed and needs only contractor supplied NOAs and design items requiring shop drawings. A $1,000.00 deposit for plan review has been made by the county and the general contractor will need to reimburse the county directly for this deposit. The remaining building permit fee due to City of Marco Island building and fire department will be $10,041.43, Approximate total due from contractor $11,041.43. See City of Marco Island approximate building permit fee calculation attached to this addendum. Impact fees will be paid by the county. Question 4: Will this be a phased construction project? 1 of 5 Marco Island Library Rose Hall Addition Addendum #1 February 19 2009 Response: The contractor shall consult with the project manager to establish a mutually agreeable schedule of work that insures and allows the owner and the public use of the existing facility throughout the construction. Further, the contractor shall consult with the project manager for coordination of the installation of the fire suppression system in the existing building to insure that all, or part, of the existing facility will be available for use by the owner and the public with minimum of disruption to its operation. In no event shall the installation of the fire suppression system, required cutting patching and finishing, in the existing building be scheduled for duration of greater than 30 consecutive calendar days. Question 5: Is contractor responsible for moving and protecting library book and furniture? Response: The contractor is responsible for the moving and or protection of all existing equipment, books furnishings within the existing library and is responsible to meet requirements of the technical specifications including, but not limited to, Section 01732 — Selective Demolition and Section — 01731 — Cutting and Patching. Question 6: Is women's restroom to receive a solid surface top? Is it to be the same material as men's and room 1049 Response: Women's restroom 109 shall receive a solid surface top. The same material identified in the Men's restroom. Question 7: The bid schedule requests pricing for installation of a fire suppression system in the existing building. Is this referring to the attic suppression refererenced on A104A or is this for coverage of the air - conditioned space below in addition to the attic space? Response: The existing building is currently not sprinkled and is to receive an approved fire sprinkler system designed and installed by the contractor as part of this work. Sheet A101 shows the area to be sprinkled. Sheet A104A shows the existing building reflected ceiling plan for informational purposes in planning for the installation of a concealed pipe automatic sprinkling system. The note referencing the attic space is made to advise of the need to also sprinkle a space that contains combustible construction. Question 8: Has the bid date been updated? Please advise, thanks. Response: The bid date remains the same. Question 9: Please provide full spec on what is required and expected on "Micro paving' the existing parking lot. Response: Refer to the specification provided for "Micro- Pave" heavy -duty asphalt emulsion system. (6- 8 %" X 11 specification sheets) Question 10: When should we be expecting the addendums to be released? Response: Addendum #1 will be issued 2- 19 -09. Question 11: Will the fire alarm equipment be supplied by the county or shall the electricians include the Johnson Controls quote in their price? 2of5 Marco Island Library Rose Hall Addition Addendum #1 February 19 2009 Response: Electrical contractor shall include in his quote the Johnson Controls price. Question 12: The documents call for the electrician to carry an allowance for the sound system. What is the amount of the allowance? Response: Use an allowance of $20,000 for the sound system. Question 13: Does the site work scope still include the parking and improvements on the North side of Mistletoe Court? I am told the museum project is under construction on this property. Response: A majority of the work north of Mistletoe Court has been removed from the project scope. Please refer to the site work clarifications and drawings issued as part of this Addendum #1. Question 14: What is the o.c. (on center) for the coco plum on print that is located next to Andalusia Terr. specs? 24" X 24" Response: Plant coco plum at 24" on center. Question 15: Requiring more complete information on the building plaque Response: The building plaque will be a standard size bronze as specified. The plaque will contain the names of all county commissioners, Library director, Architect and General contractor and larger text for the Rose Family Contribution. Standard text such as Helvetica will be utilized with a standard embossed or stippled background, no special or custom logo or design is contemplated at this time. Question 16: Landscaping: 1. On the center measurement for the coco plum, description 24" x 24" x OC? Total plants requested 642. 2. Legend indicates sod TBD, can you advise location and type. Response: See response to question 14 for coco plum spacing. Sod is to match existing and be placed on all areas disturbed by construction activity and areas of new landscaping. Include all areas around new building perimeter, mechanical enclosures, pond infill area, sidewalks, stair edges and at new underground piping. Question 17: According to the specifications, the finish of the storefront frames is to be white. The specs also say to match existing. Unfortunately, the existing is clear anodized. Please verify the required finish. Please verify the storefront hardware. The plans specify that all doors are to have Adams -Rite hook bolts. Door #113 is also specified to have concealed panic hardware. Should all doors have panic hardware for emergency egress? If panics are required, there can't be a hook bolt too. Response: The required storefront finish shall be a Pvdf finish as specified but shall be a metallic finish matching as close as possible the existing silver anodized aluminum color. Only door 113 is equipped with a panic device and if required and the hook bolt may be omitted from that door. Door #113 is equipped as such since it is a remote door which will not be unlocked during the hours of operation. The Adams -Rite panic device shall have at a minimum locking points required to obtain the impact rated opening but no fewer than two point 3of5 Marco Island Library Rose Hall Addition Addendum #1 February 19 2009 concealed locking locations. The remaining storefront doors have C type push pulls and will be required to be unlocked during the hours of operation therefore no panic device is required. Question 18: On the landscape and irrigation plans pages 9 of 12 thru 12 of 12 the numbers are unreadable under the hatched circles. How can we get a readable copy of these figures? Response: A new Proposed Landscape drawing 9 of 12 has been included with this addendum #1. Question 19: Under the specs there are 2 types of exterior coating specified. Under Section 09723 Part 2 it requires coatings manufactured by the Sto Corporation, Inc. Under Section 09912 Part 2 & 3 exterior paint is specified on same. Question is which section supersedes the other? Response: All new exterior stucco and concrete to be painted is to receive the Sto Corporation Inc. finish system. This includes new stucco soff its at existing building etc. Texture will be determined by the architect. Any existing stucco requiring patching or paint touchup is to receive paint per section 09912 to match existing. Question 20: PROJECTIONS SCREEN: SECTION 11132 (2.2 -A4 & 2.2 B -1) 1 have been informed that the Product manufs listed do not carry the TAB TENSIONING AS REQUESTED, please verify. Response: Design intent is to obtain the screen size and viewing area specified, tab tensioning is not required. Question 21: Section 09681: indicates carpet is supplied by the owner installed by the contractor, sheet A -111 note 9 indicates the carpet is supplied & installed by the owner, please verify. Response: Note 9 is correct all carpet will be supplied by the owner and installed by the owner. Question 22: Section 09310 indicates pages 1 thru 10, there are only 5 pages in the specification, Please verify Response: 10 pages for section 09319 is correct, see specification section 09310 pages 1 thru 10 included with this addendum #1. B: Other Addenda Items: 1. Architectural Clarifications: Add: Revisions as described on attached 24" x 36" drawings. (2 sheets) At 04A and A113 Add: Specification Section 09310 on attached 8' /z" x 11" pages. (10 sheets) Add: City of Marco Island Approximate Building Permit Fee Calculation (1 sheet). 4of5 Marco Island Library Rose Hall Addition Addendum #1 February 19 2009 2. Electrical Clarifications: Add: Revisions as described on attached 8' /z" X 11" sheets. (26 sheets) SK- E001 -A, SK- E001 -13, SK- E002 -A, SK- E101 -A, SK- E101 -B, SK- E101 -C, SK- E101-D, SK- E201 -A, SK- E201 -B, SK- E301 -A, SK- E301 -B, SK- E401 -A, SK- E401-B, SK- E401 -C, SK- E501 -A, SK- E501 -B, SK- E501 -C, SK- E801 -A, SK- E801 -13, SK- E801 -C, SK- E901 -A, SK- E901 -B, SK- E901 -C, SK- 902 -A, SK- E902 -13, SK- E902 -C 3. Civil Clarifications: Add: Micropave specifications. (6 sheets) Add: Specification revisions to Marco Island Utility Details 8 '/2' x 11 "drawings. (6 sheets) Add: Revisions as described on attached 11" X 17" drawings. (7 sheets) 2 of 12, 3 of 12, 4 of 12, 5 of 12, 8 of 12, 9 of 12 and 11 of 12. Add: Clean Landscape drawing 24" x 36" drawing. (1 sheet) 5of5 Project Name: Permit # MARCO ISLAND LIBRARY 065239 Address: Contractor: _ 210 S HEATHWOOD DR TBD MASTER APRIL 1, 2005 Building Permit Fees Fee Type Cost Amount Unit Total $0.35 16390 SF $5,736.50 "" " $0.05 16390 SF $819.50 PkIli ermllt i ?;;„ ,,...,.' $0.05 16390 SF $819.50 : — 8E;,P;" _ .. ,. ,.., $0.05 16390 SF $819.50 - - -- i .:, _ .. . - - $120.001 $120.00 Std « -- $0.02 - - 13800 SF $476.00 Sub Total $8,791.00 15% of permit sub total $1,318.65 _ Sub Total $10,109.65 tl b"OldpatA15 , ill 114` (Max $150.00 > 3% of permit +plan review fee $150.00 Total Permit Fees $10,259.65 Fee Y tfi4lI $408.00 $373.78 Total Fire Fees $781.78 a — Wo 4P�?t1jbtF -- $o -oo -- t Care. r. od, EO,, a i � $1,660.05 $2,397.85 :. ., ...arF.Sli4r c. e._.,..,.. _._. i $865.85 .,.,.. $895.69 .. $51,472.62 st>'Ci ''1 Fee $s,s3a.7o Total Impact Fees $62,867.66 Total Fees $73,909.09 Information compiled from various sources. Marco Island Building Services makes no representations or warranties as to the Page 1 of 1 SECTION 09310 — CERAMIC TILE PART 1- GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General Terms and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. The requirements of the Florida Building Code (FBC) as it relates to this specification section shall apply. If any item or part of this section is not in compliance with the FBC the architect is to be notified before proceeding with work required in this section. 1.2 SUMMARY A. This Section includes the following: 1. Ceramic mosaic tile. 2. Glazed wall tile. 3. Special - purpose tile. 4. Stone thresholds installed as part of tile installations. B. Related Sections include the following: 1. Division 3 Section "Cast -in -Place Concrete" for monolithic slab finishes specified for tile substrates. 2. Division 7 Section "Joint Sealants" for sealing of expansion, contraction, control, and isolation joints in tile surfaces. 3. Division 9 Section "Gypsum Board Assemblies" for cementitious backer units. 1.3 DEFINITIONS A. Module Size: Actual tile size (minor facial dimension as measured per ASTM C 499) plus joint width indicated. B. Facial Dimension: Actual tile size (minor facial dimension as measured per ASTM C 499). C. 1.4 A. 1.5 Facial Dimension: Nominal tile size as defined in ANSI A137.1. PERFORMANCE REQUIREMENTS Static Coefficient of Friction: For tile installed on walkway surfaces, provide products with the following values as determined by testing identical products per ASTM C 1028: 1. Level Surfaces: Minimum 0.6. SUBMITTALS A. Product Data: For each type of product indicated. 0330.01 09310-1 of 10 SECTION 09310 —CERAMIC TILE B. Shop Drawings: Show locations of each type of tile and tile pattern. Show widths, details, and locations of expansion, contraction, control, and isolation joints in tile substrates and finished tile surfaces. C. Samples for Initial Selection: For each type of tile and grout indicated. Include Samples of accessories involving color selection. D. Samples for Verification: 1. Full -size units of each type and composition of tile and for each color and finish required. 2. Full -size units of each type of trim and accessory for each color and finish required. 3. Stone thresholds in 6 -inch lengths. E. Qualification Data: For Installer. F. Material Test Reports: For each tile- setting and - grouting product and special - purpose tile. 1.6 QUALITY ASSURANCE A. Source Limitations for Tile: Obtain all tile of same type and color or finish from one source or producer. 1. Obtain tile from same production run and of consistent quality in appearance and physical properties for each contiguous area. B. Source Limitations for Setting and Grouting Materials: Obtain ingredients of a uniform quality for each mortar, adhesive, and grout component from a single manufacturer and each aggregate from one source or producer. C. Source Limitations for Other Products: Obtain each of the following products specified in this Section through one source from a single manufacturer for each product: 1. Stone thresholds. 2. Waterproofing. 3. Joint sealants. D. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section 'Project Management and Coordination." 1.7 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 in ANSI A137.1 for labeling sealed tile packages. B. Store tile and cementitious materials on elevated platforms, under cover, and in a dry location. 0330.01 09310 -2 of 10 SECTION 09310 — CERAMIC TILE C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. D. Store liquid latexes in unopened containers and protected from freezing. E. Handle tile that has 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. 1.8 PROJECT CONDITIONS A. Environmental Limitations: Do not install tile until construction in spaces is complete and ambient temperature and humidity conditions are maintained at the levels indicated in referenced standards and manufacturer's written instructions. PART 2- PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply for product selection: 1. Products: Subject to compliance with requirements, provide one of the products specified. 2. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 3. Basis -of- Design Product: The design for each tile type is based on the product named. Subject to compliance with requirements, provide either the named product or a comparable product by one of the other manufacturers specified. 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. 1. Provide tile complying with Standard grade requirements, unless otherwise indicated. 2. For facial dimensions of tile, comply with requirements relating to tile sizes specified in Part 1 "Definitions" Article. B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI standards referenced in "Setting and Grouting Materials" Article. 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: 0330.01 09310-3 of 10 SECTION 09310 - CERAMIC TILE As selected by Architect from manufacturer's full range price group 3. D. Factory Blending: For tile exhibiting color variations within ranges selected during Sample submittals, blend tile in factory and package so tile units taken from one package show same range in colors as those taken from other packages and match approved Samples. E. Factory- Applied Temporary Protective Coating: Where indicated under tile type, protect exposed surfaces of tile against adherence of mortar and grout by precoating with continuous film of petroleum paraffin wax, applied hot. Do not coat unexposed tile surfaces. 2.3 TILE PRODUCTS A. Manufacturers: 1. American Marazzi Tile, Inc. 2. American Olean; Div. of Dal -Tile International Corp. 3. Buchtal Corporation USA. 4. Cerim -Floor Gres Ceramiche. 5. Crossville Ceramics Company, L.P. 6. Daltile; Div. of Dal -Tile International Inc. 7. Florida Tile Industries, Inc. 8. GranitiFiandre. 9. Interceramic. 10. KPT, Inc. 11. Laufen USA. 12. Lone Star Ceramics Company. 13. Metropolitan Ceramics. 14. Monarch Tile, Inc. 15. Porcelanite, Inc. 16. Quarry Tile Company. 17. Seneca Tiles, Inc. 18. Summitville Tiles, Inc. 19. United States Ceramic Tile Company. 20. Winburn Tile Manufacturing Company. B. Unglazed Ceramic Mosaic Tile: Factory- mounted flat tile as follows: 1. Composition: Porcelain. 2. Surface: Smooth, without abrasive admixture. 3. Module Size: 2 by 2 inches. 4. Nominal Thickness: 1/4 inch. 5. Face: Plain with cushion edges. 6. Basis -of- Design Product Daltile Price Group 3. C. Porcelain Wall Tile as follows: 1. Composition: Porcelain 2. Module Size: 12 by 12 inches. 0330.01 09310-4 of 10 SECTION 09310 — CERAMIC TILE 3. Thickness: 1/4 inch. 4. Face: Plain with saw cut edges. 5. Finish: Polished, opaque. 6. Basis -of- Design Product: Crossville porcelain tile. 2.4 THRESHOLDS A. General: Fabricate to sizes and profiles indicated or required to provide transition between adjacent floor finishes. Bevel edges at 1:2 slope, aligning lower edge of bevel with adjacent floor finish. Limit height of bevel to 1/2 inch or less, and finish bevel to match face of threshold. B. Marble Thresholds: ASTM C 503 with a minimum abrasion resistance of 10 per ASTM C 1353 or ASTM C 241 and with honed finish. Description: Match Architect's sample. 2.5 WATERPROOFING AND CRACK - SUPPRESSION MEMBRANES FOR THIN -SET TILE INSTALLATIONS A. Fabric - Reinforced, Fluid - Applied Product: System consisting of liquid -latex rubber, with a VOC content of 65 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24), and fabric reinforcement. 1. Products: a. Custom Building Products; Trowel & Seal Waterproofing and Anti - Fracture Membrane. b. LATICRETE International Inc.; Laticrete 9235 Waterproof Membrane. C. MAPEI Corporation; PRP M19. d. Summitville Tiles, Inc.; S -9000. 2.6 SETTING AND GROUTING MATERIALS A. Manufacturers: 1. Atlas Minerals & Chemicals, Inc. 2. Boiardi Products Corporation. 3. Bonsai, W. R., Company. 4. Bostik. 5. C -Cure. 6. Custom Building Products. 7. DAP, Inc. 8. Jamo Inc. 9. LATICRETE International Inc. 10. MAPEI Corporation. 0330.01 09310 -5 of 10 SECTION 09310 — CERAMIC TILE 11. Southern Grouts & Mortars, Inc. 12. Summitville Tiles, Inc. 13. TEC Specialty Products Inc. B. Latex - Portland Cement Mortar (Thin Set): ANSI A118.4, consisting of the following: 1. Prepackaged dry-mortar mix containing dry, redispersible, ethylene vinyl acetate additive to which only water must be added at Project site. 2. Prepackaged dry -mortar mix combined with acrylic resin or styrene- butadiene- rubber liquid -latex additive. a. For wall applications, provide nonsagging mortar that complies with Paragraph F -4.6.1 in addition to the other requirements in ANSI A118.4. C. Polymer - Modified Tile Grout: ANSI A118.7, color as indicated. 1. Polymer Type: Ethylene vinyl acetate, in dry, redispersible form, prepackaged with other dry ingredients. Color selected from manufactures full line of colors. 2.7 MISCELLANEOUS MATERIALS A. Trowelable Underlayments and 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 tile and grout manufacturers. C. Grout Sealer: Manufacturer's standard silicone product for sealing grout joints that does not change color or appearance of grout. 1. Products: a. Bonsai, W. R., Company; Grout Sealer. b. Bostik; CeramaSeal Grout Sealer. C. C -Cure; Penetrating Sealer 978. d. Custom Building Products; Surfaceguard Sealer. e. Jamo Inc., Matte Finish Sealer. f. MAPEI Corporation, KER 004, Keraseal Penetrating Sealer for Unglazed Grout and Tile. g. Southern Grouts & Mortars, Inc., Silicone Grout Sealer. h. Summitville Tiles, Inc.; SL -15, Invisible Seal Penetrating Grout and Tile Sealer. i. TEC Specialty Products Inc., TA -256 Penetrating Silicone Grout Sealer. 0330.01 09310 -6 of 10 SECTION 09310 —CERAMIC TILE 2.8 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 tile 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 of 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 tile substrates are coordinated with tile joint locations; if not coordinated, adjust joint locations in consultation with Architect. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Remove coatings, including curing compounds and other substances that contain soap, wax, oil, or silicone, that are incompatible with tile- setting materials. B. Provide concrete substrates for tile floors installed with [adhesives] [or] [thin -set mortar] that comply with flatness tolerances specified in referenced ANSI A108 Series of tile installation standards. 1. Fill cracks, holes, and depressions with trowelable leveling and patching compound according to tile- setting material manufacturer's written instructions. Use product specifically recommended by tile- setting material manufacturer. 2. Remove protrusions, bumps, and ridges by sanding or grinding. C. Blending: For tile exhibiting color variations within ranges selected during Sample submittals, verify that tile has been factory blended and packaged so tile units taken from one package show same range of 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. 0330.01 09310-7 of 10 SECTION 09310 — CERAMIC TILE D. Field - Applied Temporary Protective Coating: Where indicated under tile type or needed to prevent grout from staining or adhering to exposed tile surfaces, precoat them with continuous film of temporary protective coating, taking care not to coat unexposed tile surfaces. 3.3 INSTALLATION, GENERAL A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated in ceramic tile installation schedules. B. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods indicated in ceramic tile installation schedules. C. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. D. Accurately form intersections and returns. Perform cutting and 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. E. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints when adjoining tiles on floor, base, walls, and trim are same size. Lay out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise indicated. For tile mounted in sheets, make joints between tile sheets same width as joints within tile sheets so joints between sheets are not apparent in finished work. Lay out tile wainscots to next full tile beyond dimensions indicated. G. 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 tile surfaces directly above joints in concrete substrates. 2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint Sealants." H. Grout tile to comply with requirements of the following tile installation standards: For ceramic tile grouts (sand - portland cement; dry -set, commercial portland cement, and latex - portland cement grouts), comply with ANSI Al 08.10. 0330.01 09310 -8 of 10 SECTION 09310 —CERAMIC TILE 3.4 WATERPROOFING AND CRACK - SUPPRESSION MEMBRANE INSTALLATION A. Install waterproofing to comply with ANSI At 08.13 and waterproofing manufacturer's written instructions to produce waterproof membrane of uniform thickness bonded securely to substrate. B. Install crack - suppression membrane to comply with manufacturer's written instructions to produce membrane of uniform thickness bonded securely to substrate. C. Do not install tile over waterproofing until waterproofing has cured and been tested to determine that it is watertight. 3.5 FLOOR TILE INSTALLATION A. General: Install tile to comply with requirements in the Floor Tile Installation Schedule, including those referencing TCA installation methods and ANSI A108 Series of tile installation standards. For installations indicated below, follow procedures in ANSI A108 Series tile installation standards for providing 95 percent mortar coverage. a. Tile floors in wet areas. B. Joint Widths: Install tile on floors with the following joint widths: 1. Ceramic Mosaic Tile: 1/16 inch. C. Stone Thresholds: Install stone thresholds at locations indicated; set in same type of setting bed as abutting field tile, unless otherwise indicated. D. Grout Sealer: Apply grout sealer to cementitious grout joints according to grout - sealer manufacturer's written instructions. As soon as grout sealer has penetrated grout joints, remove excess sealer and sealer that has gotten on tile faces by wiping with soft cloth. 3.6 WALL TILE INSTALLATION A. Install types of tile designated for wall installations to comply with requirements in the Wall Tile Installation Schedule, including those referencing TCA installation methods and ANSI setting -bed standards. B. Joint Widths: Install tile on walls with the following joint widths: 1. Porcelain Wall Tile: 1/16 inch. 3.7 CLEANING AND PROTECTING A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. 0330.01 09310 -9 of 10 SECTION 09310 — CERAMIC TILE 1. Remove latex - portland cement grout residue from tile as soon as possible. 2. Clean grout smears and haze from tile according to tile and grout manufacturer's written instructions, but no sooner than 10 days after installation. Use only cleaners recommended by tile and grout manufacturers and only after determining that cleaners are safe to use by testing on samples of tile and other surfaces to be cleaned. Protect metal surfaces and plumbing fixtures from effects of cleaning. Flush surfaces with clean water before and after cleaning. 3. Remove temporary protective coating by method recommended by coating manufacturer that is acceptable to tile and grout manufacturer. Trap and remove coating to prevent it from clogging drains. B. When recommended by tile manufacturer, apply coat of neutral protective cleaner to completed tile walls and floors. Protect installed tile work with kraft paper or other heavy covering during construction period to prevent staining, damage, and wear. C. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is completed. D. Before final inspection, remove protective coverings and rinse neutral cleaner from tile surfaces. END OF SECTION 09310 0330.01 09310 -10 of 10 mpavespec Page I of 6 MICRO -PAVE* Heavy -duty Asphalt Emulsion System Detailed Application Specification 1.0 Objectives: This specification covers the application of MICRO - PAVE *, a heavy duty protective sealcoating system for existing, sound asphalt pavements to 1.1 Extend the service life of the asphalt pavement by sealing out: -Sun's ultraviolet rays, which result in oxidative decomposition -Water and subsequent damage to the sub -base caused by water penetration. 1.2 Beautify and enhance the appearance. 1.3 Reduce the maintenance costs and extend the service life. 1.4 Fill minor surface imperfections and yield an even looking surface. 1.5 Provide a limited degree of skid resistance. 2.0 Materials 2.1 Micro Pave *: Asphalt Emulsion Sealcoating System 2. 1.1 Standards & Specifications: Micro -Pave* meets and or exceeds the requirements of the following standards and specifications: Constants /Property Min. Max Method Micro -Pave* Status Weight/Gallon (Ib.) 9.0 - ASTM D244 9.25 Min. Passes %Non- Volatile 47 53 ASTM D2929-7849-51 Passes • Non - Volatile Soluble in 20 - - Passes carbon disulfide % Ash of Non - Volatile 30 40 34 -35 Passes Drying Time, hrs. - 8 " " 1 -4 Passes Resistance to water No penetration or loss of adhesion OK Passes Flexibility No cracking or flaking OK Passes Resistance to impact No chipping, cracking or flaking OK Passes Well film continuity Smooth, non - granular, free from OK Passes coarse particles Cured Film color & Black - ASTM D562 OK Passes Viscosity 75 Ku. Wet track Abrasion - 35 gm.. ASTM 3910 OK Passes Accelerated Weathering No deterioration FED. SPEC.- OK Passes TT -C -5558 2.1 .2 The material shall be homogeneous and show no separation or coagulation components that can not be redispersed with moderate stirring. 2.1.3 The material shall be suitable for application and complete coverage, by brush or by approved mechanical methods, to the bituminous surface at a spreading rate of 0.18 -0.45 Gal. (based on the amount of MICRO -PAVE* Concentrated) per square yard in a two (2) coat application system. 2.2 Sand /Aggregate Specifications: Sand shall be clean hard and irregular silica sand, free of clay, dust, salt, and organic matter. Must meet the following gradation, when tested in accordance with ASTM C136 or Cal tests 202. Sand with AFS rating of 50 to 70, with less than 2% retained on 30 mesh, less than 10% on 140mesh and less than 0.3% retained on 200 mesh screen, is recommended. * Or engineer- approved emulsified asphalt pavement coating equivalent. mpavespee Page 2 of 6 U.S. Sieve Size No. 20 or Coarser (0.850 mm) Percentage Retained Minimum Maximum 0 0 No. 30 (0.600 mm) 0 3 No. 40 (0.425 mm) 7 25 No. 50 (0.300 mm) 15 50 No. 70 (0.212 mm) 20 40 No. 100 (0.150 mm) 3 30 No 140 (0.106 mm) 0 10 No 200 (0.075 mm) 0 7 Finer than No. 200 0 0.3 2.3 Water shall be clean and potable, free of harmful soluble salts, within a temperature range of 50 -80 degrees OF 2.4 Additive - An Acrylonitile /butadiene latex rubber additive such as MICRO - LOCK * *, is recommended. This specialty additive designed for asphalt emulation sealcoatings is based on Acrylonitrile /butadiene latex rubber to impart toughness, flexibility, and durability. It shall be used per mix design and specification requirements. 2.5 Crack Fillers: Must be certified by the supplier for compatibility with the sealcoating material. Cold pour crack fillers are recommended. Hot pour rubberized crack fillers may also be used. 2.6 Primers: 2.6.1 Oil Spot Primers: Must be certified by the sealcoat manufacturer for compatibility with the sealcoating material. 2.6.2 Pavement Primer: Must be certified by the sealcoat manufacturer for compatibility with the sealcoating material. 2.6.3 Specialty Coatings /Primers may be recommended by the manufacturer for problematic areas, e.g. rust streaks in the pavement, excessive surface contamination with oil, grease, fat etc. 3.0 Surface Preparation: 3.1 For new installations, the pavement surface must be cured at least 30 days in hot weather. Check by spreading some water. If the water does not bead and stays in a continuous film, the pavement is suitable for sealcoating. 3.2 Clean the surface thoroughly to remove all foreign debris (dirt, gravel, silt, etc.) using air blowers or pressure washing with water. Embedded dirt and silt shall be removed with steel bristle hand brooms. 3.3 Mud areas shall be thoroughly scraped and pressure washed with clean water. 3.4 Treat all grease and oil spots by scraping off the excess oil and dirt with a wire bristle broom and coat with oil spot primer in accordance with directions. A specialty coating /primer is recommended for the areas contaminated extensively with oil, grease fuel etc. ** Or engineer- approved Acrilonitrile /butadiene latex rubber additive equivalent. 4.0 mpavespec Page 3 of 6 3.5 Make all necessary repairs, patch soft spots, and fill all cracks and holes in the pavement. All patched areas must be cured before applying MICRO - PAVE *. 3.6 On excessively weathered surfaces or areas that cleaning operation leave a film of dust, a tack oat shall be applied. The tack coat shall consist of one (1) part of asphalt emulsion (SS -1 -H) mixed with four (4) parts of water by volume or one (1) part of MICRO - PAVE* mixed with two (2) parts of clean water. Apply the mixture at a rate of 0.05 to 0.10 Gal. /Sq. yard. Allow the primer coat to dry thoroughly prior to sealcoating with MICRO - PAVE*. Recommended Mix Designs and Application Specifications: 4.1 Mix Designs: MICRO -PAVE* as supplied is in a highly concentrated form and it has to be mixed with water, mineral aggregates and specialty additives, for use as a sealcoating system. The use of an additive is frequently recommended. Standard Mix Design: MICRO -PAVE* Water Sand or Aggregates MICRO- LOCK ** -100 Gals. -10 to 20 Gals. -300 to 500 Lbs. -2 to 3 Gals. Note: MICRO - LOCK ** must be pre -mixed with an equal volume of water, before adding to MICRO - PAVE *, to avoid spot gelling and shocking the system. The water must be added to MICRO - LOCK ** and not vice - versa. The mixture shall be blended into MICRO -PAVE* while mixing. 4.2 Application Specifications: All application rates are expressed as gallons of the above mixture used /square yard of the pavement. Typical sealcoating applications require two (2) coats of the above mixture. Each application of the mixture shall be at a rate of 0.14 to 0.22 gallons per square yard per coat, i.e. 0.28 -0.44 gallon per square yard for two (2) coats. The coverage rate and the material usage will vary according to pavement porosity, weather conditions and traffic requirements. The mix designs shall be modified to accommodate such conditions for an optimum performance. 4.2.1 LOW & MEDIUM TRAFFIC areas: parking lot, home driveways, airfields, bridge decks etc. Apply two (2) coats of the ready to use material. The suggested composition is as follows: MICRO -PAVE* -100 Gals. Water -15 Gals. Sand -500 Lbs. MICRO -PAVE* -2 Gals. Coverage rate: Approx. 0.24 Gal. /Square Yard for two (2) coats. 4.2.2 HIGH TRAFFIC Areas Service stations, high traffic parking lots (exit and entrance). Apply three (3) sand slurry. The suggested composition is as follows: MICRO -PAVE* -100 Gals. Water -20 Gals. Sand -300 Lbs. MICRO -PAVE* -3 Gals. mpavespec Page 4 of 6 Coverage rate: Approx. 0.35 Gal. /Square yard for three (3) coats. 4.3 For aged pavements: For excessively oxidized pavements, a total of three (3) coat system is recommended, the very first coat being a primer coat followed by a standard two (2) coat MICRO -PAVE* sand slurry system. 4.4 Sand Slurry Preparation -Add the required amount of water to MICRO -PAVE* in the mixing tank and mix thoroughly. -Keep the mixer running at a moderate rate. -Add the sand in a steady stream of about one 100 lbs. bag per minute. While adding sand be sure of firm footing and never place hands and arms in the agitating mixer. -After adding all the sand, close the lid of the mixing tank and raise the speed of the mixer to "high" setting. -Mix for 10 minutes to allow the contents of the tank to mix thoroughly and break any sand clumps - Reduce the agitator speed to moderate setting and keep running. If the mixer is shut off during transport to the job site, it must be restarted and contents mixed for at least 10 minutes before the application begins. Keep it running during the entire application period. 5.0 Application of Material 5.1 The material shall be mixed according to the specifications detailed in Section 4.2. Quantities of the material will vary according to porosity and texture of the pavement. The mix designs (i.e. MICRO -PAVE* and other ingredients) expressed in sections 4.2 are for guidelines only. 5.2 MICRO -PAVE* must be applied when ambient and pavement temperatures are above 60 °F. Good drying conditions are required during the subsequent 24 hrs. but never below 60 °F. Nighttime application is not recommended. -The first coat, MICRO -PAVE* sand slurry, shall be uniformly applied over the entire surface. If the surface temperature is more than 90 degrees °F, pre- dampen with a light mist. Avoid puddles. There should be no free standing water. -Allow the first coat to dry sufficiently to take light traffic without scuffing. Under ideal drying conditions, it will take about 1 -2 hours. Ideal drying conditions are temperatures of 70 -80 °F, sunlight, relative humidity 50% or lower and movement of air. Lower temperatures, high humidity, clouds or shade and lock of air movement retard the cure. -If the specification calls for a second coat, apply it perpendicular to the previous coat, if practical. -The completed application shall be allowed to cure at least for 24 hours and tested for trafficability prior to opening for regular use. 6.0 Method of Applications 6.1 Squeegee /Brush (Hand Application) method: The agitator in the sealer tank should be kept on to keep the material in suspension at all times. The machine should be equipped with a fog bar to be used for pre- dampening if the pavement temperature exceeds to degrees °F. mpavespee Page 5 of 6 Coat the edges first. Pour a continuous ribbon of the MICRO -PAVE* mix along the pavement edge 6 -12 inches from curbing. Draw MICRO -PAVE* mix away from the pavement edge by pulling a squeegee or brush perpendicular through the ribbon of material at a slight angle. Walk parallel to the pavement edge. Repent the process in reverse direction pulling the excess material toward the center of the pavement. For best results use squeegee followed by a brush. Pour more MICRO -PAVE* mix to maintain a working ribbon of material and continue across the pavement until it is completely covered. 6.2 Machine application: When applying by machine, seal the edges of the pavement by hand. The machine should then be used to apply MICRO -PAVE* mix to remaining area. A self - propelled machine that squeegees and brushes the sealer into the pores of the pavement is recommended. Spray application should deposit the material according to the coverage rates recommended for the specified job. 7.0 Striping If striping is required, use latex traffic paint. Allow the seal coat to dry at least 24 hours before striping. 8.0 Precautions: 8.1 MICRO -PAVE* must be protected from freezing. Do not store at temperatures below 32 degrees °F. 8.3 Drying is retarded by excessive moisture in air or ground. Examples: rain, fog, prolonged humidity and seasonal extreme (early Spring - late Fall). Under such conditions, the use of MICRO - LOCK ** is recommended to obtain optimum and uniform drying. 8.4 Follow the recommended coverage rates. If MICRO -PAVE* is applied too heavy, the surface will dry and restrict the water evaporation from the rest of the film, slowing down the complete drying process. 8.5 Keep out of the reach of children. 8.6 Refer to the Material Safety Data Sheet (M.S.D.S.) for all relevant details. mpavespec Page 6 of 6 This page intentionally blank MARCO ISLAND LIBRARY ADDITION CIVIL PLAN ADDENDA Sheets 2, 3, 4, 5, 8, 9 and 11 of the Civil Plans have been revised to reflect changes in the work. The revised sheets have been attached. Changes include, but are not limited to: deletion of all work at the north site with exception of small sidewalk and crosswalk at Mistletoe Court; deletion of demolition/filling of landscape lake adjacent to building; addition of restriping of the existing crosswalk or Mistletoe Court and Andalusia Terrace; clarification of restriping and remarking of existing parking lot to be micropaved; and clarification concerning new fire hydrant on Heathwood Drive. 2. Details on Sheet 7 (Utilities Details) shall be deleted and replaced with the following attached details: Detail BF -4 Dedicated Fire Flow Backflow Assembly W -1 Construction Jumper Assembly W -2 Fire Hydrant Assembly W -4 Fire Hydrant Location/Clearance W -10 Valve Installation 3. Specification, Sections: 02080 Piped Utilities — Basic Materials and Methods; 02510 Water Distribution; 02530 Sanitary Sewerage shall be deleted and replaced with the City of Marco Island Technical Specification, revised January 2007. These have not been included, however bidders should familiarize themselves with their requirements. These Technical Specifications can be found on -line at the City of Marco Island's web site. (www.cityofmarcoisland.com) G:\PROJ- ENG \C\CCU23\Civil Plan Addendum.doc 18' PER MFG. 18' 6' TYP. 6' TYP. O BY -PASS DIMJ 90' BEND (TYP.) 2•_4' 2' FROM MAIN 6' TYP. REDUCED PRESSURE ZONE \6' TYP. J BACKFLOW PREVENTER PLAN GATE VALVE (TYP.) FLG. 90' BEND (TYP.) G' TYP. FINISHED GRADE TO SERVICE ELEVATION NOTE: 1. ALL ABOVE GRADE GATE VALVES SHALL BE RESILIANT SEAT, HAND WHEEL, OUTSIDE STEM & YOKE (OS &Y) TYPE. 2. ALL ABOVE GRADE PIPING 3 INCHES IN DIA. & LARGER SHALL BE DUCTILE IRON WITH FLANGED ENDS, CLASS 53. ALL BELOW GRADE PIPING SHALL BE DIMJ W/ RESTRAINING TYPE DEVICES, MEGA -LUG OR APPROVED EQUAL. PIPING SMALLER THAN 3 INCHES SHALL BE BRASS. 3. ALL ASSEMBLIES SHALL BE 30 INCHES ABOVE FINISHED GRADE LEVEL, AND HAVE A 6., (MINIMUM) THICK CONCRETE SLAB REINFORCED W/ #5 ® 12' E.W. THE OVERALL SLAB DIMENSIONS SHALL BE DETERMINED BY THE ASSEMBLY SIZE. 4. BY -PASS LINE SHALL CONSIST OF A TOTALIZING SENSUS TOUCH PAD REGISTER ONLY METER (REGISTERING IN GALLONS) AND REDUCED PRESSURE ZONE BACKFLOW ASSEMBLY. METER & PIPING SHALL BE BRASS. 5. DEPENDING ON LOCATION, A FENCE MAY BE REQUIRED AROUND ASSEMBLY FOR SAFETY. 6. FIRE MAIN SHALL BE IN ADDITION TO CUSTOMER SERVICE /SUPPLY MAIN. 7. OWNER SHALL TEST ASSEMBLY AND SUBMIT TEST REPORTS TO MIU ANNUALLY. 8. SUPPORTS TO BE 316 SS, ADJUSTABLE. 9. NO. 1 VALVE ON MAIN LINE TO BE CHAIN LOCKED IN OPEN POSITION THROUGH YOKE AND HANOWHEEL. NO. 1 VALVE ON BYPASS TO BE CHAIN LOCKED IN CLOSED POSITION THROUGH YOKE AND HANDWHEEL. LOCKS TO BE FURNISHED BY MIU. 10. ENTIRE APPARATUS TO BE PAINTED WITH RED UV RATED PAINT. (EXCEPT METER). DEDICATED FIRE FLOW MARCO ISLAND SCALE: NOT TO SCALE BACKFLOW ASSEMBLY UTILITIES DATE: JANUARY 2007 BF -4 N.T.S. 960 N. COWER BLVD. MARCO ISLAND, FL 34145 DWG #: BF -4.DWG STAINLESS STEEL TAPPING SADDLE EXISTING MAIN NOT TO BE INSTALLED UNTIL FINAL INSPECTION 6' MAX GATE VALVE (MAIN LINE HOT TAP) BLIND FLANGE TEMPORARY METER DOUBLE BACKFLOW PREVENTER NIPPLE FOR PRESSURE TEST & CHLORINATION CONNECTION TO BE WITNESSED BLIND FLANGE BY MARCO ISLAND UTILITIES CONSTRUCTION JUMPER ASSEMBLY W -1 (OPTIONAL) N.T.S. HYDRANT (CLOW MEDALLION) COLOR TO BE STANDARD A.W.W.A. RED ALL JOINTS I RESTRAINED 6" THICK MIN. -3/4" GRANULAR VARIABLE 2 "X8 "X16" PRECAST CONCRETE PAD FIRE HYDRANT ASSEMBLY NOTES: W -2 N.T.S. WATER MAIN 8" M.J. GATE VALVE (SEE DETAIL W -10) 1. IF EXISTING WATER MAIN IS 10- INCHES OR LARGER, DRAFT TUBE ASSEMBLY AND TEE MUST BE A MINIMUM OF 8 -INCH REDUCING TO 6 -INCH FOR HYDRANT CONNECTION AS SHOWN. 2. IF EXISTING MAIN IS 8 TO 6 INCHES IN DIAMETER, DRAFT TUBE ASSEMBLY AND TEE IS REQUIRED TO BE 6 INCHES MINIMUM. 3. ALL BURIED DUCTILE IRON FITTINGS AND VALVES TO BE POLYETHYLENE ENCASED IN ACCORDANCE WITH MIU STANDARD SPECIFICATIONS. 4. CAST IRON VALVE RISER MUST BE ADJUSTED TO ACCEPT DEBRIS CAP. PUMPER CONNECTION FACING STREET HOSE OUTLETS 18" x 18" x 4" CONCRETE SLAB BRASS PLATE 24" x 24" x 6° CONCRETE SLAB O O N COVER MARKED TIRE* FINISHED GRADE (SEE SEPARATE STANDARD DETAIL) (TOP OF SOD) 6" MIN � DEBf4) COMPACTED CAP ST IRON VALVE BOX FILL z (SEE NOT8 X 6 FLANGED 8" P'V'C' O C -900 N ANCHOR TEE OR REDUCER STAINLESS STEEL / R 1 \ & TAPPING VALVE SLEEVE ALL JOINTS I RESTRAINED 6" THICK MIN. -3/4" GRANULAR VARIABLE 2 "X8 "X16" PRECAST CONCRETE PAD FIRE HYDRANT ASSEMBLY NOTES: W -2 N.T.S. WATER MAIN 8" M.J. GATE VALVE (SEE DETAIL W -10) 1. IF EXISTING WATER MAIN IS 10- INCHES OR LARGER, DRAFT TUBE ASSEMBLY AND TEE MUST BE A MINIMUM OF 8 -INCH REDUCING TO 6 -INCH FOR HYDRANT CONNECTION AS SHOWN. 2. IF EXISTING MAIN IS 8 TO 6 INCHES IN DIAMETER, DRAFT TUBE ASSEMBLY AND TEE IS REQUIRED TO BE 6 INCHES MINIMUM. 3. ALL BURIED DUCTILE IRON FITTINGS AND VALVES TO BE POLYETHYLENE ENCASED IN ACCORDANCE WITH MIU STANDARD SPECIFICATIONS. 4. CAST IRON VALVE RISER MUST BE ADJUSTED TO ACCEPT DEBRIS CAP. =0" MAX P.T. OR P.C. OF CURB RETURN ACCEPTABLE LOCATION i v IF CURB RADIUS IS F.H. 20' OR MORE. )REQUIRED PAVEMENT PARKWAY AREA OR HYDRANT NO SIDEWALK CLEARANCE AUTOMATIC NOTES: 1. OBSTRUCTIONS SUCH AS UTILITY POLES, STREET SIGNS, IRRIGATION BOXES, FENCES, ETC. MUST NOT BE PLACED BETWEEN CURB AND HYDRANT. 2. SOME LOCATIONS APPLY AT EITHER END OF CURB RETURNS. 3. DIMENSION SHOWN OF CONSTRUCTION DRAWINGS SUPERCEDE LOCATIONS SHOWN HERE. 4. PIPE BOLLARDS MAY BE APPROVED OR REQUIRED AT THE DISCRETION OF MIU. S. ALL BURIED DUCTILE IRON FITTINGS AND VALVES TO BE POLYETHYLENE ENCASED IN ACCORDANCE WITH MIU STANDARD SPECIFICATIONS. FIRE HYDRANT LOCATIONS /CLEARANCE W -4 N.T.S. 2' PREFERRED LOCATION o F.H. TO BE LOCATED AS CLOSE TO EDGE OF SIDEWALK AS POSSIBLE .T. OR P.C. OF CURB RETURN F.H. F.H. ACCEPTABLE LOCATION OF CURB _. ..... RADIUS OF 20' OR MORE NOTES: 1. OBSTRUCTIONS SUCH AS UTILITY POLES, STREET SIGNS, IRRIGATION BOXES, FENCES, ETC. MUST NOT BE PLACED BETWEEN CURB AND HYDRANT. 2. SOME LOCATIONS APPLY AT EITHER END OF CURB RETURNS. 3. DIMENSION SHOWN OF CONSTRUCTION DRAWINGS SUPERCEDE LOCATIONS SHOWN HERE. 4. PIPE BOLLARDS MAY BE APPROVED OR REQUIRED AT THE DISCRETION OF MIU. S. ALL BURIED DUCTILE IRON FITTINGS AND VALVES TO BE POLYETHYLENE ENCASED IN ACCORDANCE WITH MIU STANDARD SPECIFICATIONS. FIRE HYDRANT LOCATIONS /CLEARANCE W -4 N.T.S. 18" SQ. X 4" THK. CONC. PAD SUROUNDING BOX, MIN. 3,000 P.S.I. SET TOP OF BOX FLUSH WITH FINISHED GRADE "WrapidSeal" SHRINK WRAP — AROUND VALVE BONETT AND RISER TO FORM WATER TIGHT 316L SS EXTENSION ROD W /2" OPERATING NUT AS REQUIRED DUAL DISK ON EXTENSION ROD 6 ", C -900, DR18 PVC RISER MUST RE- CUT TO FIT AND REST ON VALVE BONNET. MAIN (SEE PLAN FOR EXISTING MJ REPAIR SLEEVE WITH RESTRAINTS.(SEE NOTE 1) 3/4" GRANULAR MATERIAL MJ VALVE WITH RESTRAINTS IN ALL NEW CONSTRUCTION CAST IRON DROP COVER MARKED "WATER" "SEWER" "FIRE" OR "REUSE" -BRASS PLATE (2) #4 BARS EA. SIDE � FINISHED GRADE -MJ REPAIR SLEEVE WITH RESTRAINTS.(SEE NOTE 1) (-EXISTING MAIN PRECAST CONCRETE PAD 2" x 8" x 16" NOTES: 1. WHEN INSTALLING A VALVE IN AN EXISTING MAIN USE TWO REPAIR SLEEVES MJ FOR DIP, OR PVC FOR PVC MAINS) ONE AT EACH END OF THE CUT. 2. ALL BURIED DUCTILE IRON FITTINGS AND VALVES TO BE POLYETHYLENE ENCASED IN ACCORDANCE WITH MIU STANDARD SPECIFICATIONS. 3. CAST IRON VALVE RISER MUST BE ADJUSTED TO ACCEPT DEBRIS CAP. 4. PROVIDE VALVE OPERATOR EXTENSION (DETAIL W -16) WHEN DEPTH TO TOP OF PIPE IS 48" OR GREATER. VALVE INSTALLATION W -10 N.T.S. VOICE /DATA SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING HEIGHT MOUNTING CABLING v COMMUNICATIONS OUTLET DEVICE BOX 18" A.F.F. UNLESS OTHERWISE NOTED FLUSH IN WALL GENERAL NOTES: 1) ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL PULL STRINGS IN ALL EMPTY RACEWAYS /CONDUITS. 2) PROVIDE FIRE STOPPING ON ALL CONDUITS PENETRATING A RATED WALL OR FLOOR. 3) ALL COMMUNICATION WALL OUTLETS SHALL HAVE A 1" MINIMUM CONDUIT STUBBED UP AND OUT INTO ACCESSIBLE CEILING SPACE (OF ROOM OUTLET SERVES) UNLESS SHOWN OTHERWISE ON DRAWINGS. 4) ALL COMMUNICATIONS WALL OUTLET BOXES SHALL BE 4- 11/16" x 4- 11/16" x 2 -3/4" DEEP FLUSH BOXES WITH TRIM RING AS REQUIRED TO ACCOMMODATE WALL CONSTRUCTION AND OUTLET FACEPLATE. General Notes, Legends and Sheet Index DATE: 9 -28 -06 !1\ ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM MAITLAND. FL 32751 -3331 SK _ PHONE (407) 740 -5020 Addition to, FAX (407) 740 -0365 e r_. ENO. BUS. No. ES- 0005096 Marco Island Library E001 -A CERT. OF AUTH. No. 5096 Rose Hall MPE JOB #: 2000 -008 MULTIPLE OCCUPANCY SENSOR SWITCHING MULTI -POLE CONTACTOR N.T.S. DATE: 9 -28 -06 ADDENDUM Al (DRAWN: MGM ICK'D: MGM I Addition to, Marco Island Library Rose Hall (EXCERPT OF NEW SHEET E902) DRAWING #: MAILRN PROFESSIONAL ENGINEERING. PA 130 CANDACE DRIVE SK MAITLAND. FL 32751 -3331 PHONE (407) 740 -5020 - FAX (407) 740 -0365 L E902 -C rI s, ENG. BUS. No. ENo. 096 CERT. OF AUTH. No. 5096 MPE JOB #: 2000 -008 3 WGY — SWGCHES TRAVELERS RED POWER PACK RED W J w m J m CONTROL OUTPUT TO OTHER SENSORS AS REQUIRED. SELF CONTAINED — BATTERY PACK WHERE OCCURS CHARGING CIRCUIT ANY 24VDC CEIUI SENSOR ANY 24VDC CEILN"ALL SENSOR M CEILING SENSOR WITH 3 -WAY SWITCHING AND MULTIPLE SENSORS N.T.S. (EXCERPT OF NEW SHEET E902) DATE: 9 -28 -06 Qt ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM _ MAITIAND. FL 32751 -3331 S PHONE (407) 740 -5020 Addition to. FAX (407) 740 -0365 Marco Island Library E902 —B CERT. OF AUTH.E No. 50966 Rose Hall MPE JOB #: 2000 -008 wm, BLK I H POWER PACK Amm TO OTHER SENSORS AS REQUIRED. LOCAL OFF SELF CONTAINED — BATTERY PACK WHERE OCCURS CHARGING CIRCUIT ANY 24VDC CEILINGIWALL SENSOR SWITCHED OCCUPANCY SENSOR N.T.S. DATE: 9 -28 -06 jZ1L ADDENDUM DRAWN: MGM I CK'D: MGM Addition to. Marco Island Library Rose Hall DRAWING #: SK- E902-A L 0 A D (EXCERPT OF NEW SHEET E902) MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE MAITLAND. FL 32751 -3331 PHONE (407) 740 -502D FAX (407) 740 -0365 n,:av ENG. BUS. No. EB- 0005096 CERT. OF AUTH. No. 5096 2000 -008 1 . ]' Y Y •]' . 1 ]I 1 1 I � 1051, 1. i IVYI��/ 0jF 1111�I1' �■ �I � � 1' ♦I I" , .al 1 � �� YI GROUNDING SYSTEM RTS GS1 PVC 00 DUT WIN MNDING CONDUCR)R. UNOUIDNG EIECADOE CIMDI. PER NEC 12D.30. SEE CIRCLE NOTEM BUILDING MAN ODUND ROD I LIMN OR TO RE -BARS IN In E TO PPE ODNNIMR PRE99011 TERMINAI. LUG BR M4 TABLE 250.66 OR 'ODMTIDN SECTION 16691 MOM By SAM RICE FOR PNEL/SMIICFBM ]R17IDE UL APPRM LOG AI. B COM M.40R SREO TO MATCH .C. TABLE 250.66 OR 12/0, WHOM PE WMIECRON PER NEC. — GROUND RODS PER sPECIFICATMN smno 16170. DATE: 9 -28 -06 ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK]D: MGM _ MAITLAND. FL 32751 -3331 S� PHONE (407) 740 -5020 Addition too FAX (407) 740 -0365 E9�1_C ENC. BUS. No. EB- 0005096 Marco Island Library ;n-w 0 CERT. OF AUTH. No. 5096 Rose Hall MPE JOB : 2000 -008 TERMINATE CONDUIT 6' PROVIDE AND INSTALL ABOVE TOP OR 6' BELOW GROUNDING BUSHING BOTTOM OF BUSBAR. FOR ALL METALLIC CONDUIT TERMINATIONS CONNECT GROUND PARES 70 BUSBAR WITH BUROY 'QUIIQOG' TWO HOLE TERMINAL GROUND WIRE LUGS. (TYP.) ON AT 2' SPACING PROVIDE QUANTITY AS REWIRED TO CONNECT CONNECT GROUND WIRES TO ALL GROUND CONNECTIONS CALLED FOR ON I BUSBAR WITH BURNDY 'QIAILIIG' IY DRAWINGS OR IN SPECS. 1N0 HOLE TERMINAL LUGS. (TYP.) MOUNT AT 2 SPACING PROVIDE O O O O O QUANTITY AS REWIRED TO CONNECT ALL GROUND CONNECTIONS CAM FOR OTHER O O O O O O O FOR ON DRAWINGS OR IN SPECS. PROVIDE j2 /U / INSULATED COPPER GROUND CUDUL40R TO O O O O STANDOFF (GLASIIC j2015 -4C). COPPER GI BOND METAL CONDUIT TO BUSBAR TYPED OF TWO. GROUND E 2' POLYESTER MOLDED INSULATOR FOR MAIN ELECIIIXd1 80011. PROVIDE j2/0 WIRE INSULATED COPPER (ROUND CONDUCTOR TO BAR IN MAN BUILDNG 2PROVIDE WIN BUILDING ELECTRICAL SO SOME allRIIAL ROOM. WHRECORE 111,01IE USE PVC CONDLAT UNLESS REWIRED NAMEPLATE FASTENED TO WALL/ (PVC CONDUIT SHOWN) OTHERWISE BY APPUCABLE CODES. %MACE BELOW BUSBAR WHERE METAL CONDUIT 6 USED WITH DESIGNATION GROUND AS SHOWN. 'ELECTRICAL SYSTEMS GROUND BUSBAR' ENGRAVED THEREON IN 1/2' HIGH LETTERS GENERAL: 1) ALL HARDWARE BOLTS. NUTS, WASHERS, ENT:. SHALL BE SOLD COPPER OR SILICONE BRONZE COPPEIRATNG 6 NOT ASTABLE 2) BUSBAR SHALL BE 1/4' THICK x 2' MOE MT COPPER Be GROUND BUSBAR DETAIL N.T.S. GROW 1 DATE: 9 -28 -06 0 ADDENDUM #1 DRAWING #: �(_ SK MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE MAITLAND. FL 32751 -3331 PHONE (407) 740 -5020 FAX (407) 740 -0365 DRAWN: MGM CK'D: MGM Addition to, Marco Island Library E901 -B ENO. BUS. No. EB- 0005096 ' CERT. OF AUTH. No. 5096 Rose Hall MPE JOB #: 2000 -008 HIGH DENSITY PLA51D, CCD POSDUTE. OR CAST IRDN COVER WITH LEGEND ND' EMBOSSED ON COVER. CAST RON COVER M HAVE GROUND MINE CONNECTION TO ROD (1TMSTRANDED WITH 3 FT. MINIMUM SUCK). TYPICAL i{1�NRSHED GRACE U. WITH OPEN BOTTOM, TYPICAL _ �_____________ (SEE NOTE 3) _ TO EQUIPMENT OR GROUND BISBAR BEING 4 II k' .; ERMIC YIELD BARE COPPER GROUND u "' (TYPMA'L) CONDUCTOR SEE SPECFIGTDNS SECTION 16170 FOR APPUCABLE n 6' OF GROUND ROCK SIZE REQUIREMENTS. �I B1Fg GROUND ROD AS CALLED pN FOR IN SFECIFX'NDNS SECTION 16170 FOR 115E (SEE NOTE 6) NQffS: 5) DEPTH PER CODES, 1' -0' MINIMUM. WELL* (SEE NOTE 31 1) SEE SPECIFICATIONS, SECTON 16170. 6) F THREE RODS IN A DELTA CONFIGURATION DOES NOT INSIDE DIMENSIONS: 12 INCHES (MINIMUM) 2) NOT FOR USE N PAVED, ETC LWATDNB. FPROADNNPUMFl�CRESISTANCE, CHANGED �S HEIGHT: 18 INCHES ( MINIMUM). REWIRED TO PROVIDE SPECIFIED RESISTANCE MATERUI: STRUCTURAL PIASTM, CONCRETE, 3) INCREASE DEPTH, DUIIETQL, SOE, ETC. IF REWIRED OR COMPOSOUIE. WE TO INSTALLATION AND ACCESS REQUIREMENTS. 7) MEMREMENT OF RESISTANCE VALUES TO PROVE COMPLIANCE MANUF.: QUAZITE OR BROOKS PRODUCTS. 4) CONCRETE COVERS ARE NOT ACCEPTABLE. WITH SPECIFIED RESISTANCE SHALL BE WITH GROUND RODS CONNECTED IN DELTA CONFIGURATION BUT DISCONNECTED FROM EQUIPMENT OR BUM BEING GROUNDED. 8) DIMENSION BEIWFEN RODS SHNJ. BE EQUAL TO OR MORE GROUND WELL DETAIL (MAIN SERVICE) FOR THAN LENGTH OF ROD INSTALLED, GRASSY UNPAVED NON - TRAFFIC AREAS REV: 6/29/04 DATE: 9 -28 -06 Z7 ADDENDUM #1 DRAWING #: SK- MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE MAITLAND. FL 32751 -3331 FAX (407) 740 -0365 T�e PHONE (407) 740 -5020 DRAWN: MGM CKVD: MGM Addition to, Marco Island Library E901 -A ENG. B US. No. ENo. 096- CERT. OF AUTH. No. 5096 Rose Hall _� MPE JOB #: 2000 -008 I INSTALL NEW FIRE ALARM DEVICES AND NOTIFICATION ALARM PANEL (NAC) TO NEW ROSE HALL ADDITION AND ITS SUPPORT AREAS. INDICATING DEVICES WILL BE SUPPORTED BY THE NAC PANEL. AUDIBLE AND VISUAL DEVICES WILL BE INITIATED BY EXISTING FACP VIA NEW SLC LOOP THROUGH THE BUILT -IN ADDRESSABLE RELAY MODULE IN NAC PANEL. 2) ALL DEVICES SHALL BE INSTALLED IN ACCORDANCE NFPA -72. 3) ALL EQUIPMENT SHALL BE UL LISTED. 4) ALL NEW DEVICES SHALL BE EQUAL TO EXISTING OR COMPATIBLE WITH EACH OTHER. 5) THE EXISTING FACP IS A COMPLETE ADDRESSABLE SYSTEM WITH CAPABILITIES OF 99 INTELLIGENT DEFECTORS AND 99 INTELLIGENT MODULES. FIRE ALARM DIAGRAM AND SCHEDULES NOT TO SCALE DATE: 9 -28 -06 Zi_\ ADDENDUM DRAWN: MGM CK D: MGM Addition too Marco Island Library Rose Hall DRAWING #: SK- 1*1191mel SSIONAL ENGINEERING, PA 130 CANDACE DRIVE MAITLAND. FL 32751 -3331 PHONE (407) 740 -5020 FAX (407) 740 -0365 ENG. BUS. No. EB- 0005096 CERT. OF AUTH. No. 5096 MPE JOB THE EXISTING FIRE ALARM SYSTEM IN THE LIBRARY IS ADDRESSABLE TYPE AND CONFIGURED TO BE AUTOMATIC WITH FULL SMOKE DETECTION COVERAGE. THE NEW BUILDING EXPANSION SHALL BE PROVIDED WITH FULL SMOKE DETECTION COVERAGE TO MATCH EXISTING SYSTEM CONFIGURATION. 2. THE EXISTING LIBRARY AND ROSE HALL ADDITON WILL RECEIVE NEW FIRE SPRINKLER SYSTEM. EXCEMPTION OF FULL SMOKE DETECTION BY SMOKE DETECTORS IS NOT APPLIED. J ALL EXISTING CIRCUITS AND ASSOCIATED PERIPHERAL DEVICES CONNECTED TO THIS PANEL TO REMAIN WITHOUT MODIFICATIONS. PROVIDE NEW SLC LOOP AND EXTEND TO NEW NAC PANEL SEE FIRE ALRM SYSTEMS GENERAL NOTES ON E002. I EXISTIN FACP I I FIRE ALARM DIAGRAM AND SCHEDULES NOT TO SCALE DATE: 9-28-06 ADDENDUM DRAWN: MGM I CK'D: MGM Addition toe Marco Island Library Rose Hail DRAWING #: SK- E801-B ,. ,... 130 CANDACE DRIVE MA91AND. FL 32751 -3331 PHONE (407) 740 -5020 FAX (407) 740 -0365 END. BUS. No. EB- 0005096 CERT. OF AUTH. No. 5096 MPE JOB #: 2000 -008 INEW DEVICE CURRENT DRAW (ROSE HALL) CKT -2 CKT -3 CKT -4 LOAD. (4)HORN /STROBE, (2)STROBES I 1.482 LOAD. (8)HORN /STROBE ITEM OTY - PRIMARY NON -ALARM PRIMARY ALARM AMPS SEC NON -ALARM (A) 1.93 W TOTAL EACH TOTAL EACH TOTAL _ SMOKE DETECTOR 13 0.02500 0.32500 0.00000 0.00000 0.00000 0.00000 HEAT DETECTOR 0.02500 0.07500 0.00000 0.00000 0.00000 0.00000 MANUAL PULLSTATION 4 0.02500 0.10000 0.00000 0.00000 0.00000 0.00000 DUCT DECTECTOR 0.02500 0.05000 0.00000 0.00000 0.00000 0.00000 NAG MONITOR MODULE 1 0.00940 0.00940 0.09000 0.09000 0.00940 0.00940 FIRE SPRINKLER TS MONITOR MODULE 1 0.00940 0.00940 0.09000 0.09000 0.00940 0.00940 FIRE SPRINKLER FS MONITOR MODULE 1 0.00940 0.00940 0.09000 0.09000 0.00940 0.00940 POST INDICATOR VALVE MONITOR MODULE 1 0.00940 0.00940 0.09000 0.09000 0.00940 0.00940 BACK FLOW PREVENTER TS MONITOR MODULE 1 0.00940 0.00940 0.09000 0.09000 0.00940 0.00940 BACK FLOW PREVENTER TS MONITOR MODULE 1 0.00940 0.00940 0.09000 0.09000 0.00940 0.00940 !TOTAL AMPERES 0.60640 0.54000 0.05640 'EXISTING PLUS NEW TOTAL AMPERES N /STROBE (WORST CASE LOAD) DBE (WORST CASE LOAD) HORN iTAL AMPERES VOLTAGE DROP_ CALCULATION VD =(2 x L x Rx1) /1000 WHERE: I - ONE WAY LENGTH OF CIRCUIT R = RESISTANCE OF CONDUCTOR IN OHMS PER ONE THOUSAND FEET LOAD CURRENT IN AMPS 1.63660 QTY 1 1 12 I D 5.10900 STANDBY AMPS ALA EACH TOTAL EACH 0.06500 0.06500 0.14500 0.26600 0.20900 0.05800 0.06500 OHMS PER THOUSAND FEET 14 AWG 3.07 OHMS 12 AWG 1.93 OHMS 0.56160 2M AMPS TOTAL 0.14500 3.19200 0.41800 0.00000 3.75500 FIRE ALARM DIAGRAM AND SCHEDULES NOT TO SCALE DATE: 9 -28 -06 Zj\ ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM MAITLAND. FL 32751 -3331 SK _ PHONE (407) 740 -5020 Addition toe A FAX (407) 740 -0365 Marco Island Library E01 -A ENO. BUS. No. ENo. 0 5096 v B- 0 8 CERT. OF AUTH. Rose Hall MPE JOB #: 2000 -008 CKT -1 CKT -2 CKT -3 CKT -4 LOAD. (4)HORN /STROBE, (2)STROBES I 1.482 LOAD. (8)HORN /STROBE 2.148 300 200 OHMS PER THOUSAND FEET 1.93 1.93 FIRE ALARM DIAGRAM AND SCHEDULES NOT TO SCALE DATE: 9 -28 -06 Zj\ ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM MAITLAND. FL 32751 -3331 SK _ PHONE (407) 740 -5020 Addition toe A FAX (407) 740 -0365 Marco Island Library E01 -A ENO. BUS. No. ENo. 0 5096 v B- 0 8 CERT. OF AUTH. Rose Hall MPE JOB #: 2000 -008 DATE: 9 -28 -06 HEX NOTES 01 EXISTING METER. O2 LIGHTNING ARRESTOR. O3 SURGE SUPPRESSOR. SEE SPECIFICATIONS. ® EXISTING PAD AND UTILTY TRANSFORMER 5 COORDINATE ALL WORK WITH LOCAL POWER COMPANY, © PROVIDE (ALL) SOUD -STATE MOLDED CASE CIRCUIT BREAKERS WITH ELECTRONIC SENSING, TIMING AND TRIPPING CIRCUITS FOR ADJUSTABLE CURRENT SETTING. SEE "GROUNDING SYSTEM" DETAIL. ® TIMECLOCK. SEE DETAILS /SCHEMATIC WIRING DIAGRAMS. O9 PHOTOCELL. MOUNT AS HIGH AS POSSIBLE FACING NORTH. SEE DETAILS /SCHEMATIC WIRING DIAGRAMS. 10 LIGHTING CONTACTOR. QUANTITY OF POLES /CONTACTS TO BE AS REQUIRED FOR QUANTITY OF CIRCUITS CONNECTED VIA CONTACTOR. SEE DETAILS /SCHEMATIC WIRING DIAGRAMS. 11 LIGHTING CONTROL CIRCUIT. CONNECT TO TIMECLOCK, PHOTOCELL, AND LIGHTING CONTACTOR. SEE DETAILS /SCHEMATIC WIRING DIAGRAMS. 12 2 "C (SPARE). 13 REMOVE CONDUCTORS ABANDON CONDUIT. 14 RUN FEEDER CONDUITS UP EXISTING BUILDING EXTERIOR WALL. INSTALL GALVANIZED METAL SKIRT COLLAR TO CONCEAL CONDUITS. PAINT TO MATCH WALL. 15 REWORK EXISTING LUGS AND BACKFEED EXISTING MDP. 16 REMOVE EXISTING NEUTRAL BONDING TO GROUND. ADDENDUM #1 (DRAWING #: ICK'D: MGM I ff�� SV- Addition too Marco Island Library Rose Hall E501 -C MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE MAITLAND. FL 32751 -3331 PHONE (407) 740 -5020 FAX (407) 740 -0365 ENG. BUS. No. EB- 0005095 "•.�L =` CERT. OF AUTH. No. 5096 COPYRIGHT MPE, INC MOCP PANEL CB DISCONNECT SWITCH STARTER WIRE PER NEUTRAL WIRE CODE SIZE ( ll FUSE (2) TYPE (3) (10) (5) CODE TYPE PHASE (6) (7) ' 125 125 1 #1 #1 70 70 1 — — - - - -- 2 100 60 — 4X #4 l5 — — — RECEPT - -- ql2 #12 15 3 NMS mms 1 #12 #12 l5 5 20 RECEPT #12 #12 NEW PULLBOX NEW MSB. TYP 1200A,120/208V,30,4W NEMA -3R � E 3 F — —� PTYP��NEL- 1 2 14 ? G 3) 7 15 )X 5 13 5 RISER DIAGRAM - POWER DATE: 9 -28 -06 jz i , ADDENDUM #1 DRAWING #: �(_ S K MATERN PROFESSIONAL ENGINEERING, PA !. 130 CANDACE DRIVE MAITLAND. FL 32751 -3331 PHONE (407) 740 -5020 FAX (407) 740 -0365 DRAWN: MGM CK'D: MGM Addition toi Marco Island Library E 5 0 1- B w ENG. _ °`. ' '' CERT. BUS. No. EB- 0005096 OF AUTH. No. 5096 Rose Hall MPE JOB #: 2000 -008 I IVOLTS L /N: 120 1VOLTS PH.: 208 1PHASE 3 IMOUNTING : SURF ITYPE NQOD IMFR SU D COPYRIGHT MPE,INC (--- - - -AIC RATING ------- > SERIES RATED N/A KA(x) FULLY RATED 22 KA (x)NOTE: MAY REQUIRE FULL RATING TO ACHIEVE. 1 /2i PANEL ; M MLO(xxx); 400 MCB SH. TRIP BUS ;COPPER /89 REV. 11 /16/05 IGENERAL NOTES; (1) ALL C,B.'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE. 1(2) ALL C, B,' S FEEDING ELEV. EQUIP. TO BE SHUNT -TRIP TYPE. 1(3) ALL C.B.'S FEEDING ELEV. EQUIP, TO BE SIZED AS REQUIRED BY 1(4) ALL C, B.' S FEEDING HID LTG TO BE HID RATED. I 1 185 120 TOTAL AMPS A PHASE (mix) NOTE; SIZE S 1 186 DEPTH( IN ); TOTAL AMPS B PHASE ACCEPTABLE M 1 191 (--- - - -AIC RATING-- - - - - -) TOTAL AMPS C PHASE SIZE IF REQU I NONE 3 ERROR CODE POLES. COPPER BUS; IDESCRIPTIONI -- LOAD -------------------------------------- ITYPEI I I I C. B, IC, B, ICKT, I I CONN I I AMPS I AMPS I AMPS I AMPS IPOLE I ND. I ----------- I IAUDIL STOR. - - - - - 7 - I I ------ I ------ I ------ I 4 1 11 I \ \ \ \ \ \I \ \ \ \ \ \I ------ I ----- 20 1 l I ---- 1 1 IPLATFORM.FLR 3 4 1 \ \ \ \ \ \I 5 1 \ \ \ \ \ \I 20 1 1 1 3 IPLATFORM.FLR 3 4 1 \ \ \ \ \ \I \ \ \ \ \ \I 5 1 20 1 1 1 5 IRR.HALL 7 4 1 II \ \ \ \ \ \I \ \ \ \ \ \I 20 1 l 1 7 IEFI,MECH 8 4 1 \ \ \ \ \ \I 12 1 \ \ \ \ \ \I 20 1 1 1 9 ICOUNTER 2 4 1 \ \ \ \ \ \I \ \ \ \ \ \I 3 1 20 1 1 1 11 ICOUNTER 2 4 1 3 1 \ \ \ \ \ \I \ \ \ \ \ \I 20 1 l 1 13 IFIRE BELL 0 5 1 \ \ \ \ \ \1 0 1 \ \ \ \ \ \1 20 1 1 1 15 ISPARE 0 \ \ \ \ \ \I \ \ \ \ \ \I 0 1 20 1 1 1 17 ISPARE 0 1 0 1 \ \ \ \ \ \I \ \ \ \ \ \I 20 1 1 1 19 IHALL,RR.STOR 645 2 1 \ \ \ \ \ \1 5 1 \ \ \ \ \ \1 20 1 1 1 21 IRR.MECH 914 2 1 \ \ \ \ \ \I \ \ \ \ \ \I 8 1 20 1 1 1 23 IPENDANT 840 2 1 7 1 \ \ \ \ \ \I \ \ \ \ \ \I 20 1 1 1 25 IPENDANT 840 2 1 \ \ \ \ \ \I 7 1 \ \ \ \ \ \I 20 1 1 1 27 IPLATFORM 750 2 1 \ \ \ \ \ \I \ \ \ \ \ \I 6 1 20 1 1 1 29 ITRACK LT 750 2 1 6 1 \ \ \ \ \ \1 \ \ \ \ \ \I 20 1 1 1 31 ITRACK LT 750 2 1 \ \ \ \ \ \I 6 1 \ \ \ \ \ \I 20 1 1 1 33 ISOFFIT 1152 2 1 \ \ \ \ \ \I \ \ \ \ \ \I 10 1 20 1 1 1 35 MFR, DEPTH(IN. ): 5.75 SECTIONS : 1 SECTION WIDTH(IN.): 20 PLUG-IN YES BOLT -ON N/A NENA 3R ____ NOTE; NON- LINEAR PNL, 200% NEUTRAL NOTE; ISOLATED GROUND BUS $$ NOTE; SIZE CB PER MFR, RECOMMENDATIONS. MAIN SERVICE :NO HOWN IS MINIMUM ACTUAL CONN. LOAD : 67 185 AMPSI LO AMPERAGE.INCREASE NEC LOAD /DEMAND 67 185 AMPSI IRED FOR QUANTITY OF NEC DIVERSITY 67 185 AMPSI XFMR KVA 0 I I I CKT. IC. B. IC. B. I I I IDESCRIPTIONI LOAD ITYPEI I I NO. IPOLE TAMPS TAMPS IAMPS TAMPS I I CONN I I ----------- I ------ I - - - - I 1 1 2 1 3 1 70 1 51 1 \ \ \ \ \I \ \ \\ \ICU -1 51 12 1 1 1 4 1----- I----- 1 \ \ \ \ \I 51 1 \ \ \ \ \I - - - -- 51 12 1 1 1 6 1 ----- I ----- \ \ \ \ \I \ \ \ \ \I 51 1 - - - -- 51 12 1 1 1 8 1 2 1 15 1 8 1 \ \ \ \ \I \ \ \ \ \IWH -1 8 6 1 1 1 10 1----- I----- 1 \ \ \ \ \I 8 1 \ \ \ \ \I - - - -- 8 6 1 1 1 12 1 1 1 20 \ \ \ \ \I \ \ \ \ \I 10 IDISHWASHER 10 5 1 1 1 15 4 1 \ \ \\ \I \ \ \ \ \IDF -1 4 B 1 14 16 I 1 1 20 I \ \ \ \ \I 6 1 \ \ \ \ \INACPNL,FBELL 6 5 1 9 1 1 20 \ \ \ \ \I \ \ \ \ \I 10 IAUDIO AMP 10 5 1 1 1 0 1 1 1 20 1 0 1 \ \ \ \ \I \ \ \\ \ISPARE 0 1 1 1 22 1 1 1 20 1 \ \ \ \ \I 0 1 \ \ \\ \ISPARE 0 1 1 1 24 1 1 1 20 \ \ \ \ \I \ \ \ \ \I 0 ISPARE 0 1 1 1 26 1 1 1 20 1 0 1 \ \ \ \ \I \ \ \\ \ISPARE 0 1 1 1 28 1 1 1 20 1 \ \ \ \ \I 0 1 \ \ \\ \ISPARE 0 1 I 1 1 20 \ \ \ \ \I \ \ \ \ \I 0 ISPARE 0 1 4f 32 I 3 1 30 1 0 1 \ \ \ \ \I \ \ \ \ \ISURFE SUPP 0 5 1 I ----- I----- 1 \ \ \ \ \1 0 1 \ \ \ \ \1 - - - -- 0 5 1 1 1 6 1 1 ----- \ \ \ \ \I \ \ \ \ \I 0 1 - - - -- 0 5 1 ----------------------------------------- COPYRIGHT MPE,INC 1/27/89 REV.1/15/02 IVOLTS L /N; 120 DEPTH( IN ); 9.50 IVOLTS PH.; 208 (--- - - -AIC RATING-- - - - - -) DISTRIBUTION PANEL ; MSB WIDTH( IN ); 42 IPHASE 3 SERIES RATED N/A KA(x) COPPER BUS; YES (MOUNTING : SURF FULLY RATED 65 KA MLO(xxx);PLUG -IN YES ITYPE : HCWM -U (x)NOTE, MAY REQUIRE FULL MCB 1200 GFI PROT� BELT -ON : N/A IMFR SQ D RATING TO ACHIEVE. SH.TRIP YES -- NEMA 3R : YES DATE: 9 -28 -06 ADDENDUM #1 DRAWING #: MATERN PROFE55IONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM SK_ MAITLAND. FL 32751 -3331 V PHONE (407) 740 -5020 Addition too FAX (407) 740 -0365 E5�1_A ENG. BUS. No. EB- 0005096 Marco Island Library 5 CERT. OF AUTH. No. 5096 Rose Hall MPE JOB #: 2000 -008 1 REMOTE DIMMING CONTROL STATION FOR ZONE a,b,c. 1 O2 CONNECT TO LIGHTING CIRCUIT AHEAD OF LIGHTING CONTACTOR. O CONNECT TO LIGHTING CIRCUIT AHEAD OF CEIUNG OCCUPANCY CONTROL (PRIMARY SWITCH). ® CONNECT FIXTURES NOTED TO CIRCUIT VIA MX (4)A, CONNECT OTHER FIXTURES TO REMAINING CIRCUIT(S) VIA MX(')B. O DIMMABLE CIRCUIT(S) VIA DIMMING PANEL -DP. PROVIDE DEDICATED NEUTRAL CONDUCTOR FOR EACH CIRCUIT. lie ® CONNECT TO EXISTING STEP LIGHT CIRCUIT. O9 FOR OUTSIDE LIGHTING CIRCUIT. SEE DETAIL. 10 COORDINATE WITH AIR REGISTERS. REFER TO MECH AND ELEVATIONS DRAWINGS. REFER TO DIMMER CONTROL SCHEMATIC DETAIL PROVIDE AND INSTALL A SINGLE LAMP EMERGENCY BATTERY UNIT WITH TEST BUTTON AND PILOT LIGHT. UNIT TO PROVIDE 1100 LUMEN OUTPUT. CONNECT TO LOCAL UGHTING CIRCUIT AHEAD OF SWITCH. 13 REMOTE EMERGENCY LUMENAIRE. MOUNT POWER SUPPLY IN MECHANICAL ROOM OR IN NEAREST ACCESSIBLE CEIUNG SPACE. 14 CONNECT TO LIGHTING CIRCUIT AHEAD OF TIMECLOCK SWITCH. Lighting Plan DATE: 9-28-06 jZiN, ADDENDUM #1 DRAWN: MGM I CK'D: MGM Addition to. Marco Island Library Rose Hall DRAWING #: S!( MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE MAITLAND. FL 32751 -3331 PHONE (407) 740 -5020 FAX (407) 740 -0365 4�1 E_C ENG. BUS. No. EB- 0005096 --=P " CERT. OF AUTH. No. 5096 MPE JOB p: 2000 -008 35d 35d i EMi o °I g & CII m DF1C F 39 DF1B 3D5dB 2 23a 23a X1B I ng s 1 36" Y� e•1 1 1 e EMI 0 23a U Ll 1 23a 23 1 i 3K Kc,; 1 € ��.._ .__..._. W24 1 _ 23G ._ 23a 23a 3 0 EMl 3 23 23 23 3 CORRIDOR 1 X1B ,¢,'W4 \ 4 - 1uII i 1 �_ - 23 yr, 3 13 7 '1 E 7 I EM2: f Xi 3 I 39 I 1 123 1 Y. 3 13 Lighting Plan 3/16" =1' -0" NoRna 0 2'8" 5'4" 10'8" 16' DATE: 9 -28 -06 jZjI, ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM _ MAITLAND. FL 32751 -3331 S� PHONE (407) 740 -5020 Addition too FAX (407) 740 -0365 3�, ENG. BUS. No. EB- 0005096 Marco Island Library E401 -B CERT. OF AUTH. No. 5096 Rose Hall MPE JOB ff: 2000 -008 1 1 +24' AFF A +24' ff-& 0 39 103 — DIMMING MODULES ,.N m DL 35 35e 0 DF1C 39 AFF i'39 )1 \--U2 orl : DFIAO W36 Al 35d �0 35e k fif W36 (DA 1L 35e DFIA W4EM 1 DF1C 39 1 2 EM1 39 0 14 S5d- Al ;DF1A0 �0 W36 21f 'n 35d 35e F L Lighting Plan NORTH 3/16" =1'-0" 0 2'8" 5'4 10'8 16' DATE: 9-28-06 JZ ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM MAITLAND. FL 32751 -3331 SK- PHONE (407) 740-5020 Addition too p FAX (407) 740-0365 ENG. BUS. No. ES-0005096 Marco Island Library E401-A CERT. OF AUTH. No. 5096 Rose Hall MPE JOB #: 2000-008 11111110� 6) NOT USED. 9) NOT USED. HEX NOTES O1 NEW FIRE ALARM REMOTE PANEL AND TERMINAL CABINET. CONNECT TO CIRCUIT M -16. SEE SITE PLAN FOR CONNECTION TO EXISTING FACP. (D STROBE LjRHT SHALL HAVE MINIMUM INTENSITY OF 110cd STERE_ OZ'OMD SYSTEM CABINET. CONNECT TO CIRCUIT R CE FORA COMPLETELY () THREE 3 IC PH NE E) 0 I NG M WITH RECEIVERS FOR THE HEARING IMPAIRED. THE MINIMUM NUMBER OF RECEIVERS TO BE PROVIDED SHALL BE EQUAL TO 4 PERCENT OF THE TOTAL NUMBER OF SEATS. F) SURGE PROTECTION G) FIRE ALARM OVERRIDE H) 250W RMS POWER PER CHANNEL _ _ _ _ INSTALLED, W ED ROFESSIONAL GRADE SOUND AMPLIFICATIO JBL OR EQUAL. THE SYSTEM SHALL INCL Uf NOT LIMITED T0: A) CEILING SPEAKER ASSEMBLY B) SUB WOOFER SPEAKER ASSEMBLY C TWO 2 MICROPHONES SYSTEMS ® PROVIDE 1" EMPTY CONDUIT TO SOUND SYSTEM CABINET. OS JUNCTION BOX AND 1" EMPTY CONDUIT TIE TO EACH SOUND SYSTEM DEVICES AND ONE 1 1/4" EMPTY CONDUIT HOMERUN TO SYSTEM CABINET. © FOR PORTABLE MONITOR. PROVIDE 3/4" EMPTY CONDUIT TO ST8. O7 SYSTEMS TERMINAL BACKBOARD —STB. 4'x8'x3/4" THICK (CABINET GRADE) PLYWOOD WITH FIRE RETARDANT PAINT. CONNECT 120V FIRE BELL VIA PRESURE SWITCH. GROUND BAR. SEE DETAIL. Systems Plan DATE: 9 -28 -06 U ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM �(_ MAITLAND. FL 32751 -3331 SK— PHONE (407) 740 -5020 Addition too FAX (407) 740 -0365 ly+ :. ENG. BUS. No. EB- 0005096 Marco Island Library E301 -B � CERT. OF AUTH. No. 5096 Rose Hall MPE JOB #: 2000 -006 i — s . 2 € ... __ OLr F I NIP hJam. � a Systems Plan 3/16" =1' -0" NORTH 0 2'8" 5'4" 10'8" 16' DATE: 9 -28 -06 ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM �(_ MAITLAND. FL 32751 -3331 SK PHONE (407) 740 -5020 Addition too q i FAX (407) 740 -0365 Marco Island Library 30IAA -` g ENG. BUS. No. ENo. 096 Y _�'$"` CERT. OF AUTH. No. 5096 Rose Hall MPE JOB #: 2000 -008 GENERAL NOTES 12) ALL CIRCUITS SHOWN ARE TO BE FED BY PANEL -M. NOT USED. FOR WATER HEATER. FOR DISHWASHER. ® CONNECT TO AHU -1. FED BY 125A SUBFEED CIRCUIT BREAKER IN PANEL -M. O FOR PLUG -IN EF1. MOUNT FROM STRUCTURE ON UNISTRUT SUPPORT. FOR MOTORIZED SCREEN. O FOR MOTORIZED SCREEN CONTROL WIRING. PROVIDE 1/2 "C CONDUIT TO MOTORIZED SCREEN. ® FOR MOTORIZED SHADE. OFOR MOTORIZED SHADE CONTROL WIRING. PROVIDE 1/2' CONDUIT TO MOTORIZED SHADE. 11 NOT USED 12 CONNECT TO DOOR OPERATOR. 13 NEW DOOR OPENING. REFER TO GENERAL NOTES. Power Plan DATE: 9 -28 -06 ADDENDUM DRAWN: MGM I CK'D: MGM Addition toy Marco Island Library Rose Hall 1 DRAWING #: SK- E201-B f... _. 130 CANDACE DRIVE MAITLAND. FL 32751 -3331 PHONE (407) 740 -5020 FAX (407) 740 -0365 ENG. BUS. No. EB- 0005096 CERT. OF AUTH. No. 5096 MPE JOB #: 2000 -008 A C %O'2 RE DG R Power Plan 3/16" =1' -0" NORTH 0 2'8" 5'4" 10'8" 16' DATE: 9 -28 -06 ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM MAITLAND. FL 32751 -3331 SK _ PHONE (407) 740 -5020 Addition too FAX (407) 740 -0365 ENG. BUS. No. EB- 0005096 Marco Island Library E201 -A tiz, CERT. OF RUTH. No. 5096 Rose Hall MPE JOB #: 2000 -008 GENERAL NOTES 1) REFER TO GENERAL NOTES FOR THIS DISCIPLINE. 2) REFER TO SPECIFICATIONS. 3) ALL HEX NOTES NOT NECESSARILY USED ON ALL SHEETS. 4) EXISTING CONDUIT ROUTING IS UNKNOWN. 5) WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. 6) CONTRACTOR SHALL IDENTIFY/VERIFY LOCATION OF EXISTING CONDUITS /UTILITIES IN ACCORDANCE WITH CONTRACT SPECIFICATIONS. 7) RELOCATE /REWORK EXISTING ELECTRICAL AS REQUIRED TO FACILITATE REMODELING OF EXISTING BUILDING. 8) CONTRACTOR SHALL MAINTAIN CONTINUITY TO EXISTING DEVICES REMAINING. 9) CONTRACTOR SHALL EXTEND EXISTING LIGHTNING PROTECTION SYSTEM TO THE NEW CONSTRUCTION. PROVIDE U.L. MASTER LABEL, LPI LIGHTNING PROTECTION SYSTEM AND SUBMIT FOR RECERTIFICATION OF THE OVERALL LIGHTNING PROTECTION SYSTEM. 10) COORDINATE WITH OWNER 72 HOURS PRIOR TO 4 -6HR POWER CHANGEOVER. TEMPORARY POWER IS NOT REQUIRED. PROVIDE 'FIRE WATCH' DURING OUTAGE. HEX NOTES Oi EXISTING SERVICE UTILITY TRANSFORMER. O2 EXISTING SERVICE METER. O3 EXISTING MAIN DISTRIBUTION PANEL TO BE BACK FED BY NEW SERVICE. ® TO BE ABANDONED AFTER NEW WORK IS COMPLETE. REMOVE WIRE COMPLETE. 0 NEW BACKFEED FEEDER. REFER TO POWER RISER DIAGRAM. © NEW MSB (NEMA -3R). PULLBOX PB1. SEE DETAIL. COORDINATE WITH POWER COMPANY. O OPEN BOTTOM PULLBOX PB2, FLUSH IN GRADE. SEE DETAIL. 10 EXISTING JOHNSON CONTROL #640 ADDRESSABLE TYPE FIRE ALARM PANEL REFER TO FIRE ALARM GENERAL NOTES. 21 (2) 2' EMPTY CONDUITS FROM 'STB' IN CHAIR STORAGE ROOM TO EXISTING ELECTRICAL ROOM. 22 NOT USED. 23 NOT USED. (24) NOT USED. ELECTRICAL SITE PLAN DATE: 9 -28 -06 ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM �/_ MAITIAND. FL 32751 -3331 SK PHONE (407) 740 -5020 Addition to- i FAZ (407) 740 -0365 Marco Island Library i IO IUD ENO. BUS. No. [B- 00 05096 96 y � €�' CERT. OF AUTH. No. 5096 Rose Hall MPE JOB #: 2000 -008 P -29 34 Q ' I -4 34 �19 � • • 16 S S ' L -34 1 15 rBUILDING ADDMON 13 PANEL -M �l _ 1 ELECTRICAL SITE PLAN 1 " =20' NORTH 0 10' 20' 40' 80 DATE: 9 -28 -06 ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA -. 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM MAITLAND. FL 32751 -3331 SK_ PHONE (407) 740 -5020 Addition to. FAX (407) 740 -0365 E101_C ENG. BUS. No. EB— No. 0 0 Marco Island Library V CERT. OF AUTH. 5096 Marco Rose Hail MPE JOB #: 2000 -008 USED TO CONNECT CONDUC ROD FOR A DISTANCE OF 1 PARALLEL TO THE ENDS OF (1) /2 AWG CU BARE STRANDED GROUND BOND WIRE CONNECDNG ALL GROUND RODS TOGETHER. GROUND WIRE TO BE 6' DIRECTLY ABOVE CONDUIT. GROUND ROD (SEE SPECIFICATIONS) —V PULLBOX PB2 N.T.S. PBD1 BOND COYER TO EQUIPMENT GROUNDING CONDUCTOR WHEN COVER IS METAL TO COVER (WHEN COVER IS METAL) AT ALL PULLBOXES AND POLE BASES, ENDS OF CONDUIT SHALL BE SEALED WITH ELECTRICAL PUTTY AFTER WIRING IS COMPLETED. 6' BED OF PEARROCK OR CRUSHED STONE FOR DRAINAGE ,,,— O USE LONG A SWEEP PIN AS ELBOWS (PVC) ON PUNS I'1QIE$; 1) CONDUITS NOT TERMINATING N OR AT PULLBOXES NEED NOT RUN THROUGH PULLBOXES UNLESS REQUIRED FOR PULLING AND THE N.E.C. 2) INSIDE DIMENSIONS TO BE 17' X 28' AS REQUIRED BY THE N.E.C. 3) COVER TO BE PROVIDED: CAST IRON TRAFFIC COVER IN VEHICULAR TRAFFIC AREAS CONCRETE PEDESTRIAN COVER N NON — VEHICULAR TRAFFIC AREAS 4) PROVIDE EXTENSIONS AS REQUIRED. 5) PULLBOX TO BE PRECAST: BROOKS, A.C. MILLER, OR HUGHES SUPPLY. ELECTRICAL SITE PLAN DATE: 9 -28 -06 ADDENDUM #1 DRAWING #: MAT ERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM MAITLAND. FL 32751 -3331 SK- PHONE (407) 740 -5020 Addition to. FAX (407) 740 -0365 Marco Island Library 1O1 —B ENO. BUS. No. EB- 0005096 y CERT. OF AUTH. No. 5096 Rose Hall MPE doB M: 2000 -008 GENERAL NOTES 1) CONDUITS NOT TERMINATING IN OR AT PULLBOXES NEED NOT RUN THROUGH PULLBOXES UNLESS REQUIRED FOR PUWNG BY NEC. 2) PROVIDE EXTENSIONS AS REQUIRED. 3) INCREASE PULLBOX DIMENSIONS FROM THOSE NOTED TO ACCOMMODATE SPECIFIC INSTALLATION CONDITIONS. 4) PULLBOXES TO BE PRECAST WITH VERTICAL AND HORIZONTAL REBARS, BROOKS, A.C. MILLER, HUGHES, OR EQUAL 5) FIELD FABRICATED PULLBOXES ARE NOT ACCEPTABLE 6) SUBMIT SHOP DRAWING. 7) COMMUNICATIONS CONDUITS ENTERING PULLBOX SHALL BE ALIGNED ON OPPOSITE WALLS OF PULLBOX AT THE SAME ELEVATION. 8) MINIMUM PULLBOX SIZE IS 30 "(L) x 30 "(W) x 30(H). hm Qt ARMOR FRAME LIFTING EYE Q3 6' x 9' KNOCKOUT (4 PLACES) OR AS REQUIRED. ® 1' PULL EYE (4 REQUIRED) 0 1' THREADED SPIDER INSERT (4) © SUMP AS SPECIFIED O PSF PARKWAY COVER AND FRAME. BEAD WELD LETTERS ON COVER TO READ 'POWER'. COVER SHALL BE FASTENED DOWN WITH STAINLESS STEEL BOLTS. 0 CONNECTIONS TO GROUND ROD TO BE MADE WITH EXOTHERMIC WELD. GROUND ROD. 10 ONE (1) 2 #AWG CU BARE STRANDED GROUND BOND WIRE CONNECTING ALL GROUND RODS TOGETHER. GROUND WIRE TO BE 6' DIRECTLY ABOVE CONDUIT. 11 6' BED OF CRUSHED STONE FOR DRAINAGE. 112 SEAL ALL CONDUIT ENDS. 10 CONDUITS. 14 PULLBOX COVER GROUNDED WITH /6 STRANDED INSULATED CONDUCTOR. FROM PULLBOX OOVER TO ARMOR FRAME THEN TO GROUND ROD. SEE SPECIFICATIONS. PULLBOX PB1 N.T.S. PBD ELECTRICAL SITE PLAN DATE: 9 -28 -06 ADDENDUM #1 DRAWING #: MATERN PROFESSIONAL ENGINEERING, PA 130 CANDACE DRIVE DRAWN: MGM CK'D: MGM _ MAITLAND. FL 32751 -3331 PHONE (407) 740 -5020 Addition t0, 14 FAX (407) 740 -0365 AM Marco Island Library E101 -A ENG. BUS. No. ES- CER T. OF AUTH. Na. 5096 Rose Hall MPE JOB #: 2000 -008 LIGHTING FIXTURE SC ED 1LE TYPE DESCRIPTION OEM SELECRON ALTERNATE SEIfCTON ! ALTERNATE SELECTION AOLTS _ -.... LAMP AT ACRYLIC PRISMATIC RIlONESCFM RECESSED I Ft % 1 Fi, REGRESSED �IOHf01iN MtHGIE I111pNN FLOATING ALUMINUM DOOR STATIC, 3 LAPP, .125 LERS, CEKNG TRIM AS PRS1GRN1332UNrHI IDGS- 332 - RAll- LM -1 /3EB SP G B 3 32 RN A12125 120 3-F32TB/SP41 REDURED —. _.. _ -.- WVOLT WRITES DIM RECESSED INCANDESCENT DOWNUG T. CLEAR RDUCTOR WITH BLACK UGHTOLER INFINITY ._ COTHAM MULTI -RMAE BAFFLE, I50W LAMP, Y APERTURE, 10' DEEP, THERMALLY C7055MG / C700 A75- 150AZ11F /LED -I6 -SH A NIB 12D 1- 15GA21/1' PROTECTED. UL LISTED FOR TUTU WIRING __- DFIA RECESSED FLUOREMIT DOMUCHT, COYFTMR CLEAR REFECPR UGHTOUER 1NFlNRV GOTHAM 8' APERTURE. 32 W TR HCRIZONTAL LAW. . MOUNT LAMP ORIENTATION OD310CLW / S6132BO PH60- 132T- EB -CS -BH AT 1 /32TRT BAR NYOLJ G ®f0 120 I- F32TB%/SPK41 /4P ACROSS CORRIDOR UOTH44M OFIB _ —__ - - - - -- - RECESSED RUORESCENf ODN141GHf, COMFORT MFAR RFFLECTM, _ 1H01T0UER MNRY 6' APERTURE, 26 W TTT NONQDNTAL LAMP, MOUNT LAMP ORIENTATION 8031CCLW / S6132OU PH60- 116T- EB -CS -BH AT 1 /32IRrM WOLT GEB10 120 1- F2618%/SPR41 /4P ACROSS CORRIDOR'.i RECESSED FLUORESCENT DOWNNRB, COMFORT CLFIA RFFLFCfOR, (IOIIUY OFIC �UgrtOUER NFlNn 8' APERTURE, 2 -32W TR HORIZONTAL LAMP, MOUNT LAMP ORIENTATION 8038 CCLW / SR242HU PH75- 2327-0 -CS -SH AT 2/32TRT BAR NVOLT G ®10 12D 2- F32TBK /SPX41 /IP ,CROSS CORRIDOR CHIORIOE E41 FLUSH MOUNTED OBAL ADNhT/BLE BEWI HINDS WITH SELF CONTAINED l%RfOUER CNLARIOE ARCHITECT SOLUTION W'AL FIW FIR 120 2 -35W MR16 P WX ON flM GLSKETED IELIOIE EMDIGFNI,Y LUMNNRE '. p1LDPoDE CHLORIDE CHLORIDE 720 9W,bV ST96WG ST96WG ST90C T5 -WEDGE BASE BAYN6TE UDgNN DIFFUSER. WHITE END PLATES WITH UGNT SAIL 2 LAMP 32/A23241N OWN- 232 - 120 -1 /2E8 SO 2 32 LNDLT GEB101S 12D 2- F32TB/SP41 PFID UNFM 11471RECi, CURYEO PROFlIE. GABLE SUSPENSION, 7W0 (2) WP LEOANE UGHTOUERI UNFM 7580 FLWR6CNR, ADO- LSC2- Lv4h -A -2B- 120 -WH- 8913- HOZEN- XX- 7 -I -E -X 0291 13 ETSMO 120 120 2- F54T5HO/741 SELECTED NT AACFIIECf TOTAL LENGTH AS INDICATED ON PUN. I HDF /DIM NS IDC OW ED M CROSS SECTION 1 SURFACE MOUNTED TRACK UCNT, 8 FOOT LONG, IMD (2) CIRCUIT, WRAP UGNTOUER 78 CAPRI CONTELM FOUR (6) 250 W PAR35 BARN DOOR FlXTURES. TRACK TO BE WHITE 6102WH. 6061WH C18 -WHT LT -28P, LA-207 120 PM38 T.B.S. FIXTURE TO BE WHITE. BAIN COORS TO BE BLACK. PRONDE COMPLETE 7631WH, 7650 CP109 -WH CTL214O/FA- 4O/6D -40 WITH ALL FEEDS, CAPS, M. CT4440- WH -CB3 W38 36' WIDE OECOBATNE WALL SCONCE WITH iW'O (Z) WIMIE BNY COMPACT I. ARTELIIDE ARIEMOE ARIRIIDE FLUORESCENT WARPS, COLOR TO BE SELECTED BY ARCHITECT CIRRUS 36 CIRRUS 36 CIRIMS 36 120 2- F260BR4/SPX4I /1P W24 ARIEMIOE 461DE 24' WIDE OECOBAINE WALL SCONCE WITH TWO (2) DOUBLE BN1f COMPACT EMIOE FLUORESCENT DIPS. COLOR TO BE SELECTED BY ARCHITECT CIRRUS24 CIRRUS 24 CIRRUS 24 120 2- F260BXT4/SPX41 /4P W4 STEP UMMf WITH PRSM11C MASS CMOCO GARCCO - GARDCO 9424{- 2131E -M2R -PG -12I 9424{- 2131F- MO- PG-12D 9424fr213R-CDLMI -PG -120 120 2 -I3DE W4EM STEP INRMf WITH PRISMATIC GLASS AND '. GARDCO GI GARDCO ' fARDCO SELF CONTAINED BATTERY BACKUP POWER SUPPLY. ! 9424EM- C- 2137 - MOR -M -IMI 94M-C- 21W- C0UOR- PG -I2O 9424EM- C- 213TF20UM -PC-120 120 2 -13TFE X1B BEGIEID.. UIIIONN LETTERS. M C AD BATTERY. �LDN-I-GA-120 LCI- BA- LC -I -A -W I S I G 120/277 EL N 121 LEO 1 Legends, Lighting Fixture Schedule, General Notes DATE: 9 -28 -06 t ADDENDUM #1 DRAWING #: �� _ MATERN PROFESSIONAL ENGINEERING, PA _ _s !_--1- 130 CANDACE DRIVE MAITLAND. FL 32751 -3331 ' PHONE (407) 740 -5020 7' FAX (407) 740 -0365 DRAWN: MGM CK'D: MGM Addition too Marco Island Library E002 -A EKG. BUS. No. EB- 0 0 CERT. OF RUTH. 5096 No. Rose Hall MPE JOB : 2000 -008 AUDIO/VIDEO SYSTEMS SYMBOL LEGEND SYMBOL I MOUNTING HEIGHT MOUNTING O EM SPEAKER TRANSFORMER/ - -- FLUSH IN CEILING UNLESS ENG. BUS. No. EB- 0005095 CERT. OF AUTH. No. 5096 SEE NOTE 10 OTHERWISE NOTED EK EM SPEAKER SUBWOOFER /FULL RANGE rNOTEIO AS NOTED ON AS NOTED ON DRAWINGS DRAWINGS ® SCREEN RAISE /LOWER CONTROLS 48" A.F.F. TO TOP FLUSH IN WALL 0 M❑ FLUSH WALL MOUNTED MICROPHONE OUTLET 18" A.F.F. UNLESS FLUSH IN WALL UNLESS SEE NOTE 10 OTHERWISE NOTED OTHERWISE NOTED ASSISTED LISTENING IR TRANSMITTER PER MANUFACTURERS FLUSH IN WALL UNLESS SEE NOTE 10 RECOMMENDATION OTHERWISE NOTED ASSISTED LISTENING TRANSMIT ANTENNA ABOVE CEILING CONCEALED T SEE NOTE 10 AUDIBLE VIDEO SYSTEM GENERAL NOTES 10)EQUIPMENT SHALL BE PART OF ALLOWANCE. BASE BID SHALL INCLUDE DEVICE BOX(ES), RACEWAY AND 120V POWER TO SOUND SYTEM CABINET ELECTRICAL SHEET INDEX NDS, SHEET INDEX ER DIAGRAM AND PANEL SCHEDULE NO ALARM DIAGRAM AND SCHEDULES NO ,ILS NO General Notes, Legends and Sheet Index DATE: 9-28-06 Zv\ ADDENDUM #1 DRAWN: MGM I CK'D: MGM Addition too Marco Island Library Rose Hall DRAWING #: MAT ERN PROFESSIONAL ENGINEERING, PA - 130 CANDACE DRIVE SFC _ MAITLAND. FL 32751 -3331 PHONE (407) 740 -5020 - FAX (407) 740 -0365 Eoo1_B ENG. BUS. No. EB- 0005095 CERT. OF AUTH. No. 5096 2000 -008 AH Fa x`98 IN @i \ II �dd A" all Nae� i / � w o , o� a� z 0 e y �e / y._v �vA Yed NP�e .6� =/ —� L 1 c 4 ° }e3= t�•_.T "`' �''ii �iYa�[i� .�5 a �o" :e�1\ :•4eF�:S'f`�.i�`L'�.vA. EIJ1�iP2'e y`�€ q V j/ °DBEs TTE T r A, i r � s y o Z Z a vr a 4 CY a o � e no w o g� k ' `Nil thl HIP Y : o Ira 3 z 3 E9v Y P €i u uT n, �F ;n i" a --- - _" _ -._ - - -- x �p ®e� if88 6y� i �s r n W W Z N \ Y F � y 3z 0 Z o �p ®e� if88 a e� A All s I a z PAR rs: £� ^2F 6� �CCe 31, s 6y� i �s r a e� A All s I a z PAR rs: £� ^2F 6� �CCe 31, s x z 00000000000 ®�� o o � ww m o A w w / ' { aFif i9 RbS \� r m s � g v .v z N� \ \ Z Z Wa V A ff 3 � z� fi i z / J � 1 6 1 \ a_ AWL o, 00� e= �U �x o0 ^ s d0 r � jag Z V c z. 09i wig to V d e E as'u aii`ii � � sjl ig § 11 9 r g z 999. rf if °9; v e d€ 0 1 ��r q® 1q 111 S( NCR_ y ME ads," o Mo get g�� I 3L pleog Munoz ialllo: Au qij puuPl ..;y M uolIIPPV II -H asq Hit i NEIIg � k�I Is S _ ggPH g � aY3� J a r _....__ -- - - -- P r C nw y{ � O o ^� ^ p i o i t7 x x w , 4-t" w . L � l \� a c c o � a t a r _....__ -- - - -- P r C nw y{ � O o ^� ^ p i o i t7 x x w , 4-t" w . - o w \ s 4 \ s ?s 4✓5 4A }13 9 a a st[g I' J2� [� E� Za s v i W3( E__ CONSTRUCTION BID BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Marco Island Library Rose. Hall Addition , BID NO. 09 -5145. Full Name of Bidder Ecran Craig Barber Engel Construction Co Inc Main Business Address 3606 Enterprise Avenue Naples, FL 34104 Place of Business 3606 Enterprise Avenue Naples, FL 34104 Telephone No. (239) 643 -3343 Fax No. (239) 643 -4548 State Contractor's License # CGC1510121 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 Bid as principals are those named herein, that this Bid is submitted without collusion with any other person, firm or corporation; that it has carefully examined the location of the proposed Work, the proposed form of Agreement and all other Contract Documents and Bonds, and the Contract Drawings and Specifications. Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement included in the Bidding 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 bid pages. GC -P -1 Marro Island Library Rose Hail Addition BASE BID (Not Including Unit Price Items1,2,3,4,5, and 6) Base bid includes all related work items shown in the contract documents except for the unit price items specified below. 5ev6- fi.NzRC la �FVC- •ry-DNE TMba }ANb Dollars, lump Snrn 9GvEN Mw Wdzi L --'Y'' -TN f ,.0 ($_ "7-71 -193 2%ftZ ; UNIT PRICE NO. I Dewatering of the site par day during excavation and foundation placement. (Specification Section 02301 Section 3-2) 00 Dewatering45 Days @ too _Dollars, Per Day Total$` q.SOo UNIT PRICE NO. 2 Excavation, Loading, Flauling, and Disposal of unsuitable soils. (Specification Subsection 02222 Section 3.9) 1000 Cubj Yards @ Dollars, per Cubic yard Total$( 10 , 000 ---VS _) UNIT PRICE NO. 3 Imported Structural Clean Fill Material, (Specification Section 02222 Subsection 3.8 and Specification Section 02223) So 1000 Cubic Yards @ 9 -- Dollars, per Cubic yard Total$( 9 , Soo '%-' _) UNIT PRICE NO. 4 Installation of a fire suppression system in the existing building. (Drawing Sheet F001 and Specification Section 10570 and Section 15500) $I. 70 1 Lump Sum_ _ Dollars Tota1S( ° 8 9 7 0 ) UNIT PRICE NO. 5 All demolition, and repair work required to install the £ue suppression System in the existing building. 1 Lump Sum `t y,2 $`1 Dollars Total$( 4 y t 84 ) UNIT PRICE NO. 6 Existing Perimeter Wall Repairs and insulation (As shown on Drawing Sheet A113) 1 Lump Sum -0-211 1 2 3 Dollars TotaB(_' ro2'3, t L3 ) TOTAL BASE BID: Including unit Price Items 1,2,3,4,5, and 6. E•GMr IROO)A. O Doll=, knup sum Onc MwOaEO is�.e.+r .o %.• rc FZ2_170 �.3 0 a s 0 O .y U O �C G s0+ T bCq b b W O U 0 U O u a `o a w v a m' P u` m�m° >v �E n� Ea G G ao qL O o 0 0 00 n n q N N O m f w � N q N O O ~ 2 l9 v m a u j0 N D N N N q L f O 7 O q O u o n n � � N E n i w i e o a � N d q � m E N .q. " m m a E z' E MATERIAL MANUFACTURERS THIS FORM MUST BE COMPLETED OR BID SHALL. BE DEEMED NON - RESPONSIVE All Bidders shall confirm by signature that they will provide the manufacturers and materials outlined in this Bid specifications. Exceptions (when equals are acceptable) may be requested by completing the Material Manufacturer Exception List below. If an exception for a manufacturer and/or material is proposed and listed below and is not approved by Engineer/Project Manager, Bidder shall furnish the manufacturer named in the specification. Acceptance of this form does not constitute acceptance of material proposed on this list. Complete and sign section A OR B. Section A (Acceptance of all manufactures and materials in Bid specifications) On behalf of my firm, I confirm that we will use all manufacturers and materials as specifically outlined in the Bid specifications. Section B (Exception requested to Bid specifications manufacturers and materials) EXCEPTION MATERIAL EXCEPTION MANUFACTURER 2. 3. 4. 5. Please insert additional pages as necessary. LIST OF SUBCONTRACTORS The undersigned states that the following is a full and complete list of the proposed Subcontractors it intends to use on this Project with respect to the categories of work identified below, and that such list will not be added to nor altered without the prior 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 the Contract Documents, including, but not limited to proper licenses, certifications, registrations and insurance coverage. The Owner reserves the right to disqualify any Bidder who includes non - compliant or non - qualified Subcontractors in its bid offer. Further, the Owner may direct the Successful Bidder to remove /replace any Subcontractor, at no additional cost to Owner, which is found to be non - compliant with this requirement either before or after the issuance of the Award of Contract by Owner. THIS LIST MUST BE COMPLETED OR BID WILL BE DEEMED NON - RESPONSIVE. (Attach additional sheets as needed). Further, the undersigned acknowledges and agrees that promptly after the Award of Contract, and in accordance with the requirements of the Contract Documents, the Successful Bidder shall identify all Subcontractors it intends to use on the Project. The undersigned further agrees that all Subcontractors subsequently identified for any portion of work on this Project must be qualified as noted above. GC -P -4 Cateaory of Work Subcontractor and Address 1. Electrical Community Electric 1045 Fifth Avenue Naples, FL 34102 2• HVAC Conditioned Air 3786 Mercantile Avenue Naples, FL 34104 3• Plumbing Acres Plumbing 5701 Houchin Street 41 Naples, FL 34109 4. Roofing Smart, Inc. 10330 SW 187th Street Miami, FL 33157 5. Concrete, Block & Masonry Naples Concrete & Masonry 5770 Shirley Street Naples, FL 34109 Dated 2/26/09 Horan Craig Barber Engel Construction Co., Inc. Bidder BY GC -P -4 STATEMENT OF EXPERIENCE OF BIDDER The Bidder is required to state below what work of similar magnitude completed within the last five years 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 Agreement. Proiect and Location Reference 1. Naples Community Development Building City of Naples Joe Berko (239)213 -5041 Goodlette Frank Road ' Naples, FL 34102 2. Fleischmann Park City of Naples David Graff (239) 213 -5006 1600 Fleischmann Park Naples, FL 34102 3. The Village School of Naples Ginger Sauter (239) 593 -7686 6000 Goodlette Road Naples, FL 34109 4. Naples Museum of Art Myra Daniels (239) 297 -1900 5833 Pelican Bay Blvd. Naples, FL 34108 5. School for the Pace Center for Girls Theresa Miller (239) 377 -9860 160 North let Street Immokalee, FL 34142 6. Bayside CDD Facility Chuck Adams (239) 464 -7114 4650 Coconut Road Estero, FL 34134 Dated 2/26/09 Boran Craig Barber Engel Construction Co., Inc. Bidder BY: ' GC -P -5 1. 2. 3. 4. 5. TRENCH SAFETY ACT Bidder acknowledges that included in the various items of the bid and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90 -96, Laws of Florida) effective October 1, 1990. The Bidder further identifies the cost to be summarized below: Trench Safety Units of Measure Measure (Description) LF S Unit Unit Extended (Quantity) Cost Cost TOTAL $ N/A Failure to complete the above may result in the Bid being declared non - responsive. Dated 2/26/09 Boran Craig Barber Engel Construction Co., Inc. Bidder� BY: GC -P -6 �i1ti.tt:�r AFFIDAVIT FOR CLAIMING STATUS AS A LOCAL BUSINESS ITB #:09 -5195 STATE OF FLORIDA and the COUNTY OF COLLIER BIDDER AFFIRMS THAT IT IS A LOCAL BUSINESS AS DEFINED BY THE PURCHASING POLICY OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS AND THE REGULATIONS THERETO. AS DEFINED IN SECTION XI OF THE COLLIER COUNTY PURCHASING POLICY; 'Local Business" means a business that has a valid occupational license issued by Collier County at least one year prior to bid or proposal submission to do business within Collier County that authorizes the business to provide the commodities or services to be purchased, and a physical business address located within the limits of Collier or Lee Counties from which the vendor operates or performs business. Post Office Boxes are not verifiable and shall not by used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well -being of Collier County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, the support and increase to Collier County's tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to Collier County will lose the privilege to claim Local Preference status for a period of up to one year. Please provide the following information for the Bidder: Year Business Established in Collier County: 36 Number of Employees (Including Owner(s) or Corporate Officers): 110 Number of Employees Living in Collier County (Including Owner(s) or Corporate Officers): 83 GC -P -7 If requested by the County, bidder will be required to provide documentation substantiating the information given in this affidavit. Failure to do so will result in bidder's submission being deemed not applicable. David B. Arent �\ Bidder Name Estimator /Project Manager Title STATE OF FLORIDA COUNTY OF COLLIER Sworn to and Subscribed Before Me, a Notary Public, for the above State and County, on this 2Fth Day of of/� February 2009 Notary Public My Commission Expires: h2l m R f — /-5: 20,(o (AFFIX OFFICIAL SEAL) LAURIE A CONSTANTINEAU o'"• °,�o.�; Notary Pubtic • State d FbiWa CwmnMW Expkw Aug 15, 2010 Commission 0 DD 5W78 ,40... • Bonded By National Notary Assn. GC -P -8 Upon notification that its Bid has been awarded, the Successful Bidder will execute the Agreement form attached to the Bidding Documents within ten (10) calendar days and deliver the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents. The bid security attached is to become the property of the Owner in the event the Agreement, Insurance Certificates and Bonds are not executed and delivered to Owner within the time above set forth, as liquidated damages, for the delay and additional expense to the Owner, it being recognized that, since time is of the essence, Owner will suffer financial loss if the Successful Bidder fails to execute and deliver to Owner the required Agreement, Insurance Certificates and Bonds within the required time period. In the event of such failure, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated damages from the Successful Bidder in the event it fails to execute and deliver the Agreement, Insurance Certificates, and Bonds as required hereunder. The Successful Bidder 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 Owner's actual damages at the time of bidding if the Successful Bidder fails to execute and deliver the Agreement, Insurance Certificates, and Bonds in a timely manner. Upon receipt of the Notice of Award, 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 Bid within two hundred fourteen (214) 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 thirty (30) consecutive calendar days after Substantial Completion, computed by excluding commencement date and including the last day of such period. Respectfully Submitted: State of Florida County of Collier David B. Arent , being first duly sworn on oath deposes and says that the Bidder on the above Bid 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. David B. Arent , also deposes and says that it has examined and carefully prepared its Bid from the Bidding Documents, including 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. GC -P -9 (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 Boran Craig Barber Engel Construction Co., Inc. , and the full names of Its officers are as follows: President Melvin L. Engel, Jr. Secretary Treasurer James F. Bunnell Manager The is authorized to sign construction bids and contracts for the company by action of its Board of Directors taken , a certified copy of which is hereto attached (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: The co- partnership does business under the legal name of: (c) Individual The Bidder is an individual whose full name is and if operating under a trade name, said trade name is DATED GC -P -10 legal entity �dC°'�� Witness STATE OF Florida BY: David E. Arent Name of Bidder (Typed �'p �- Estimator /Project Manager Title COUNTY OF collier The foregoing instrument Was acknowledged before me this "tn day of February 200piby 'JAV, c) R xac -^J— as EP- of 6CgE CoNSrzucr,o.j Co 1"c a corporation, on behalf of the corporation. Hg /she is personally known to me or has produced and did (did not) take an oath. as identification My Commission Expires: . -R`I /5i 2ofv (Signature of Notary) I NAME: I-'OA)PJ a �y Qii —nL (Legibly Pri ted) (AFFIX OFFICIAL SEAL) Notary Public, State of Florida Commission No.: DL1 S$534,2 ".*"%...., LAURIE A CONSTANTINEAU ?i ��; Notary Public - State of Florida My Commisslon Expims Aug 15, 2010 =;; � , Commisslon # DD 585376 Bonded By National Notary Assn. GC -P -11 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE Boran Craig Barber Engel Construction Co., Inc 3606 Enterprise Ave Naples FL 34104 as Principal, hereinafter called the Principal, and Safeco Insurance Company of America Safeco Plaza Seattle WA 98185 a corporation duly organized under the laws of the State of rI as Surety, hereinafter called the Surety, are held and firmly bound unto Board of County Commissioners Collier County, FL 3301 Tamiami Trail East, Purchasing Building Purchasing Department Naples FL 34112 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Marco Island Library Rose Hall Addition/ Bid No. 09 -5195 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this Arthur L. Colley 26th day of February 1 2009 Safeco Insurance Company of America SEAL AIA DOCUMENT A310 • BID BOND • AIA • FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 POWER A OF ATTORNEY No. KNOW ALL BY THESE PRESENTS: Safeco Insurance Company of America General Insurance Company of America 1001 4th Avenue Suite 1700 Seattle, WA 98154 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint Nicole Colley Charlotte, NC its true and lawful attorneys) -in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. Surety Bond No.: Bid Bond Principal: Boran Craig Barber Engel Construction Co., Inc Obligee: Board of County Commissioners Collier County, FL Amount of Bond: See Bond Form IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 26th day of February 1 2009 PIX* R'ky1 Dexter R Legg, Secretary Timothy A. Mikolajewski Vice President CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Dexter R. Legg Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed the facsimile seal of said corporation this SEAL S- 0974IDS 1109 26th ' CORPORATE SEAL day of February 1 2009 pm* R..,1 Dexter R. Legg, Secretary Safeco& and the Safeco logo are registered trademarks of Safeco Corporation. 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. 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. Any required drawings, descriptive literature, etc. have been included. 5. Any delivery information required is included. 6. Local Vendor Preference Affidavit completed. 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, Ronda 34112 10. The mailing envelope must be sealed and marked with: gBid Number; eaProject Name; pOpening 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 MUST HAVE THE BID NUMBER AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET David H. Arent Bidder Name EPM Signature & Title DATE: 2/26/09 GC -P -14 "A COLLIER COUNTY GOVERNMENT PTrRCHASTNi: DF.PARTMF.NT 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING SERVICES BUILDING NAPLES, FLORIDA 34112 (239) 252 -8407 FAX (239) 252 -6588 ADDENDUM DATE: February 19, 2009 TO: Interested Bidders ry z•��t��ss�.J�na��.n httpd/colliergov.net SUBJECT: Addendum # 1 — Bid #09 -5195 "Rose Hall Addition at Marco Library" Addendum #1 covers the following change for the above - referenced Bid: Add: 1. Electrical and Civil Plans; 2. Pages of architectural drawings 3. Answers to questions If you require additional information please call me at 239/252 -8995. NOTE: Words have been deleted, words underlined have been added. cc: Hank Jones Deleted: struck through "A COLLIER COUNTY GOVERNMENT _P iR(`HASi7VC T)FPARTMEN *T 3301 EAST TAMIAMI TRAIL ADMINISTRATIVE SERVICES DIVISION PURCHASING SERVICES BUILDING NAPLES, FLORIDA 34112 (239) 252 -8407 FAX (239) 252 -6588 ADDENDUM httpt//colliergov.net i DATE: February 19, 2009 TO: Interested Bidders FROM: Scott D. Johnson SUBJECT: Addendum # 2 — Bid #09 -5195 "Rose Hall Addition at the Marco Library" Addendum #2 covers the following change for the above - referenced Bid: Replace: the Contract Proposal (pages GC -P -3 from the original packet with the attached revised Proposal Pages. Bidders must use the Addendum Proposal Page in order to be considered for award. If you require additional information please call me at 239/252 -8995. NOTE: Words have been deleted, words underlined have been added. cc: Hank Jones I Deleted: struck through CONSTRUCTION AGREEMENT THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ( "Owner ") hereby contracts with Boran Craig Barber Engel Construction Company, Inc. ( "Contractor ") of 3606 Enterprise Avenue, Naples, FL 34104, a Florida Corporation, authorized to do business in the State of Florida, to perform all work ( "Work') in connection with Marco Island Library Rose Hall Addition, Bid No. 09- 5195( "Project'), as said Work is set forth in the Plans and Specifications prepared by BSSW Architects, Inc., 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 Bidding Documents 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' and sometimes as the "Contract'). 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 one reproducible set of the Contract Documents and the appropriate number of sets of the Construction Documents, signed and sealed by the Design Professional, as are reasonably necessary for permitting. 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: Eight hundred thirty two thousand, one hundred seventy dollars and no cents. ($832,170.00). 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 meet the requirements of the Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via the web at www. fms. treas .gov /c570 /c570.htmlgcertified. 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 at its cost and expense 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 written Notice to Proceed to be issued by the Project Manager, as hereinafter defined. 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. Contractor shall achieve Substantial Completion within toe hundred fourteen (214) calendar days from the Commencement Date (herein "Contract Time "). 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. Contractor shall achieve Final Completion within thirty (30) calendar days after the date of Substantial Completion. Final Completion shall occur when the Agreement is completed in its entirety, is accepted by the Owner as complete and is so stated by the Owner as completed. As used herein and throughout the Contract Documents, the phrase "Project Manager" refers to the Owner's duly authorized representative and shall mean the Division Administrator or Department Director, as applicable, acting directly or through duly authorized representatives. 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 Contractor fails to achieve Substantial Completion within the time specified above, as said time may be adjusted as provided for herein. In GC -CA -2 such event, the total amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. Should Contractor fail to achieve Substantial Completion within the number of calendar days established herein, Owner shall be entitled to assess, as liquidated damages, but not as a penalty, Nine Hundred sixty Dollars and ten cents ($960.10) 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 within the required time period, Owner shall also be entitled to assess and Contractor shall be liable for all actual damages incurred by Owner as a result of Contractor failing to timely achieve Final Completion. 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 within the required time periods. 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 Owner will count default days in calendar days. E. Right of Collection. The Owner has the right to apply any amounts due Contractor under this Agreement or any other agreement between Owner and Contractor, as payment on such liquidated damages due under this Agreement in Owner's sole discretion. Notwithstanding anything herein to the contrary, Owner retains its right to liquidated damages due under this Agreement even if Contractor, at Owner's election and in its sole discretion, is allowed to continue and to finish the Work, or any part of it, after the expiration of the Contract Time including granted time extensions. F. Completion of Work by Owner. In the event Contractor defaults on any of its obligations under the Agreement and Owner elects to complete the Work, in whole or in part, through another contractor or its own forces, the Contractor and its surety shall continue to be liable for the liquidated damages under the Agreement until Owner achieves Substantial and Final Completion of the Work. Owner will not charge liquidated damages for any delay in achieving Substantial or Final Completion as a result of any unreasonable action or delay on the part of the Owner. GC-CA-3 G. Final Acceptance by Owner. The Owner shall consider the Agreement complete when the Contractor has completed in its entirety all of the Work and the Owner has accepted all of the Work and notified the Contractor in writing that the Work is complete. Once the Owner has approved and accepted the Work, Contractor shall be entitled to final payment in accordance with the terms of the Contract Documents. H. Recovery of Damages Suffered by Third Parties. Contractor shall be liable to Owner to the extent Owner incurs damages from a third party as a result of Contractor's failure to fulfill all of its obligations under the Contract Documents. Owner's recovery of any delay related damages under this Agreement through the liquidated damages does not preclude Owner from recovering from Contractor any other non -delay related damages that may be owed to it arising out of or relating to this Agreement. 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: Standard Details (if applicable) Exhibit M: Plans and Specifications prepared by BSSW Architects Inc. and identified as follows: Marco Island Library Rose Hall Addition as shown on Plan Sheets 1 through 56. Exhibit N: Contractor's List of Key Personnel 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: GC -CA -4 Hank Jones Collier County Facilities Management 3301 Tamiami Trail East; BLDG W Naples, FL 34112 Tel: 2391252 -8380 Fax: 239/793 -3795 Email:HankJones @colllergov.net 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: Boran Craig Barber Engel Construction Company, Inc. 3606 Enterprise Avenue Naples, FL 34104 Tel: 239-643-3343 Fax: 239 - 643 -4548 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. PUBLIC ENTITY CRIMES. 8.1 By its execution of this Contract, Construction Contractor acknowledges that it has been informed by Owner of the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." Section 9. 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 10. 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. GC -CA -_5 Section 11. Governing Law. The Agreement shall be interpreted under and its performance governed by the laws of the State of Florida. Section 12. 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 13. 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 14. 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. Section 15. Change Order Authorization. The Project Manager shall have the authority on behalf of the Owner to execute all Change Orders and Work Directive Changes to the Agreement to the extent provided for under the Owner's Purchasing Policy and accompanying administrative procedures. Section 16. 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 17. 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, except the terms of any Supplemental Conditions shall take precedence over the GC -CA -6 Construction Agreement and the General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the Contractor at Owner's discretion. GC -CA -7 IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated below. CONTRACTOR: TWO WITNESSES: Boran Craig Barber Engel Construction Company, Inc. By: RST WITNESS Ty a /Print Name SECOND WITNESS Type /Print Name Ur lwn L L32 "k/i ) r I rrs, Type /Print Name and Title Date: 911 &q OWNER: ATTEST: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY F ORIDA Dion E. / 0' k \ r tust''.wto CM *so 6 Donna Fiala, Chairman stgn4twe aig Approved As To Form and Legal Sufficiency:: -• Print Name: 2- Assistant County Attorney GC-CA-9 EXHIBIT A PUBLIC PA ENT BAND Marco Island Library Rose Hall Addition Bond No. 6619774 Contract No. 09 -5195 KNOW ALL MEN BY THESE PRESENTS: That Boran Craig Barber En el Construction Company, Inc. and as Principal; 3M13er ca Surety, located at 1001 4th Ave. Ste 1700 Seattle WA 98154 as (Business Address) are held and firmly bound to Board of County Commisioners Collier as Obligee in the sum of ($832,170.00 ) for the payment whereof we bind ourselves, our heirs, executors,& no 00 /10c personal representatives, successors and assigns, jointly and severally. WHEREAS, Principal has entered into a contract dated as of the March 200 9,,vith Obligee forMarco Is _24cn day of In Marco Island, FL amU brary Roc Hall accordance with drawings and specifications, Addition contract is incorporated by reference and made a part hereof, and is referred to herein 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 under this Bond. do not affect Sureties obligation 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 20th day of _ April 200'9, the name of each party being affixed and these presents duly signed by its under - signed representative, pursuant to authority of its governing body. GC-CA-A.1 Signed, sealed and delivered in the presence of: r I Nicole Biernat Witnesses as to Principal STATE OF Florida COUNTY OF Collier PRINCIPAL Boran Craig Barber Engel Construction Co., Inc. BY: NAME: Melvin L. Engel, Jr. ITS: President CEO The foregoing instrument was acknowledged before me this _2jaL-day of Apr;, 2009 , by Melvin L. Engel, Jr. as President /CEO Of Boran Craig Barber Engel Construction Co.., Inc, Florida corporation, on behalf of the corporation. He /she is personally known to me OR has produced as identification and did (di no a e an oa . My Commission Expires: I (14120 tl ONYA D. RODRIGUEZ NAME € : (.,,�,miSSi0n DD 717098 b x ins Novmt w 8, 2011 hka7 TN IAI'F,x Y,,,.p,�ppy�101Y (AFFIX OFFICIAL SEAL) ATTEST: Witnesses to Surety GC- CA -A -2 Tonya D. Rodriguez (Legibly Printed) Notary Public, State of Florida Commission No.: QQ 711CAU SURETY: Safeco Insurance Company of America (Printed Name) 1001 4th Avenue, Ste. 1700 Seattle, WA 98154 (Business Address (Authorized Signature) (Printed Name) Arthur L. Co Witnesses STATE OF NC COUNTY OF Mecklenburg As Attorney in Fact I (Attach Power of Attorney) Bonnie Atnip (Printed Name) 2115 Rexford Rd Ste 200 Charlotte, NC 28211 (Business Address) (704)362 -3991 (Telephone Number) The foregoing instrument was acknowledged before me this a2� day of A of-; I 200q, by bdnn;r v as - AVer.,eh ah F-ac,+ of f Oc. Surety, on ehalf of Surety. He /She is personally known Io me OR has produced take an oath. My Commission Expires: I (I Ig1,p1Z ��wouph �� MHgd ivy z�oz�etiu � as identification and who did (did not) g. /) Name: die /1?7 C 6P ' -e ct (Legibly Printed) j �j Notary Public, State of:i Commission No.: GC- CA -A -3 Liberty POWER M,LIi111�. OF ATTORNEY KNOW ALL BY THESE PRESENTS: No. 13330 Safece Insurance Company of America General Insurance Company of America 1001 4th Avenue Suite 1700 Seattle, WA 98154 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint * * * * * * * * * * * ** *BONNIE T. ATNIP; ARTHUR COLLEY; NICOLE COLLEY; Charlotte, North Carolina * * * * * * * * * * * * * * * * ** its true and lawful attomey(s) -in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 2nd day of April 2009 Dexter R. Legg, Secretary Timothy A. Mikolajewski, Vice President CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof" I, Dexter R. Legg , Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this �- °� ¢� day of I� ` ] jr'� ] SEAL s SEALa� X ��Of IM fif Dexter R. Legg, Secretary S- 0974/DS 3/09 WEB PDF THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE Boran Craig Barber Engel Construction Co. Inc 3606 Enterprise Ave Naples FL 34104 as Principal, hereinafter called the Principal, and Safeco Insurance Company of America Safeco Plaza Seattle WA 98185 a corporation duly organized under the laws of the State of WA as Surety, hereinafter called the Surety, are held and firmly bound unto Board of County Commissioners Collier County, FL 3301 Tamlami Trail East, urchasing as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Marco Island Library Rose Hall Addition/ Bid No. 09 -5195 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient Surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 26th day of February 2009 Boran Craig Barber Engel Construction Co., Inc (Plinapal) (Sean (Witness) By: Arthur L. Colley Safeco Insurance COMDanv of America SEAL AIA DOCUMENT A310 • BID BOND • AIA • FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AV6., N.W., WASHINGTON, D.C. 20006 Safeco Insurance Company of America General Insurance Company of America POWER 10014m Avenue e OF ATTORNEY Suite 1700 Seattle, WA 98154 No. KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint Nicole Colley Charlotte, NC Its true and lawful altomey(s }in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued In the course of its business, and to bind the respective company thereby. Surely Bond No.: Bid Bond Principal: Boran Craig Barber Engel Construction Co., Inc Obliges: Board of County Commissioners Collier County, FL Amount of Bond: Sea Bond Form IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 26th day of February 2009 PLA Dexter R Leda So 'story Timothy A. Mlkolaiawakl. Wce President CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V. Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint Individuals as altomeys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of Its business... On any Instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be Impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (1) The provisions of Article V, Section 13 of the By -Laws, and 00 A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- aftomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Dexter R. Legg Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney Issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are sell in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of sold corporation this 26th day of February . 2009 SEAL SEAL Y'x gm, l9g3� !l2� Dexter R. Legg, Secretary e_ Sarecoa and ins Safeco Iona are millstered trademarks of samoo Corporation. S- 0974IDS 1109 EXHIBIT A PUBLIC PERFORMANCE BOND Marco Island Library Rose Hall Addition Bond No.6619774 Contract No. 09 -5195 KNOW ALL MEN BY THESE PRESENTS: ThatBoran Craig Barber Engel Construction -rgm:' n�, Tno , as Principal, and safero Tna,ran Comnany of America as Surety, located at 1001 $th Avenue, Ste 1700, Seattle, WA 98154 (Business Address) are held and firmly bound to Board of County commisioners Collier County FL , as Obligee in the sum of Eight Hundred Thirty Thousand One Hundred Seventy and no 00 /100 ($ 832,170.00c ) 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 24th day of March 200,9• with Obligee for in accordance with drawings and specifications, which contract is incorporated reference and made a part hereof, and is referred to herein as the Contract. by 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 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. 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 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 sum of 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 20th day of pri l , 200 9, the name of each party being affixed and these presents duty signed by its and +;;.signed representative, pursuant to authority of its governing body. Signed, sealed and delivered in Zepr ence o f: PRINCIPAL � Boran Craig Barber Engel Construction Co., Inc. F Nir l R' t BY. .� Witnesses as to Principal NAME: Melvin i.. Engel Jr ITS: President /CEO STATE OF Florida COUNTY OF(;e, T ; er. The foregoing instrument was acknowledged before me this 21St day of April , 2009;, by Melvin L. Engel, Jr. as President /CEO OfBoran Craig Barber Engel onstruct on Co a, Inc. 8lcrida 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 Ex pi WTONYA D. RODRIGUEZ ,., ComnissionDP 17086 (Signatw ) -W Exuires Novemoer 8.2011 'Yff.W "°TM°T"'*" "VIWWL Tonya D. Rodriguez (Legibly Printed) (AFFIX OFFICIAL SEAL) Notary Public, State of: Florida Commission No.: Dp IlO9u GC-CA-A-5 ATTEST: SURETY: Witnesses as to Surety Arth;,, T Colley Witnesses STATE OF NC COUNTY OFMecklenburg The foregoing instrument was A r 206 by of (f -1 S', "C behalf of Surety. He /She is My Commission Expires: i I /Sj 2 , .%'k�aAVITVA i . ''0i. No Safeco Insurance Company of America (Printed Name) 1001 4th Avenue Suite 1700 Seattle, WA 98154 (Business Address) (Authorized Signature) (Printed Name) 1 C&I As Attorney in Fact (Attach Power of Attorney) Bonnie 0.t ^ip (Printed Name) 2115 Rexford Rd., Ste 200 Charlotte, NC 28211 (Business Address) (704)362 -3991 (Telephone Number) acknowledged before me th�is`� C Ik day of n,< A Iri,,) as � {� II r,. In r", I- _, a ' a'e'o c c Surety, on personally known to me OR has produced _ as identification and who did (did not) take an oath. Z. (Signature) /, SOT F�'', Name: mot/ C C( -Q /yl �eC: � TA*jk— (Legibly Printed) M. IDqj O S L) 4 Notary Public, State of: Lie ci,• Commission No.: Fy �• BIRG GC- CA -A -6 Libelly POWER iv'j�� mutual, OF ATTORNEY KNOW ALL BY THESE PRESENTS: No, 13330 Safeco Insurance Company of America General Insurance Company of America 1001 4th Avenue Suite 1700 Seattle, WA 98154 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint * * * * * *" * * * * ** *BONNIE T. ATNIP; ARTHUR COLLEY; NICOLE COLLEY; Charlotte, North Carolina * * * * * * * * * * * * * * * * ** its true and lawful attorney(s) -in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 2nd day of April 2009 Dexter R. Legg Secretary Timothy A Mikolaiewski Vice President CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of- attomey appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Dexter R. Legg , Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this day of 411 r CE COAL` �E COMA CORPORATE SEAL SEAL A �, 1 a� 1953 ts2� at WAS ��plWdSa`S` Dexter R. Legg, Secretary S- 0974/05 3/09 WEB PDF ACORD CERTIFICATE OF LIABILITY INSURANCE 4/3%2009 " PRODUCER (239) 280 -1919 FAX: (239) 280 -2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION BCBE Client Services Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 3606 Enterprise Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 100 Naples FL 34104 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA:Arch Insurance Company 11150 INSURERS: Insurance Cc of State PA 19429 Boren Craig Barber Engel Construction INSURER c: American International Sp 26883 Company, Inc. wsURERD: 3606 Enterprise Avenue Naples FL 34104 ws.RERE 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. AGGREG ATE LIMITS SHOWN MAY V Y Al AJM I NSR ADD'L TYPE OFINSURANCE POLICYNUMBER POLICY EFFECTIVE POLICY E MMIDD/1'1) LIMITS GENERAL LIABILITY 31PK02248601 4/1/2009 4/1/2010 EACH OCCURRENCE S 1,000,000 DAMAGE TO RENTED PREMISES fEa occurrent $ 100,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE lxl OCCUR MED EXP LAny one persord $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS- COMP /OPACG $ 2,000,000 ED 'Y X PRO - JEGT LOC AUTOMOBILE X LIABILITY ANYAUTO 31PXG2248601 4/1/2009 4/1/2010 COMBINED SINGLE LIMIT (Ea acatlenU $ 1,000,000 A ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ BODILY INJURY (Peraccitlent) $ X X HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE (Peraccitlent) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EAACC S ANYAUTO $ AUTO ONLY AGO EXCESS/UMBRELLA LIABILITY X OCCUR �CLAIMSMADE 7275562 4/1/2009 4/1/2010 AD r, R N $ 25,000,000 AGGREGATE $ 25,000,000 $ B DEDUCTIBLE $ X RETENTION 0 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY 31WCX2248501 4/1/2009 4/1/2010 X WC STATU- OTH- IMIT E. L. EACH ACCIDENT $ 1,000,000 ANY PROPRIETORPARTNER/EXECUTIVE SELF INSURED OFFICERIMEMBER EXCLUDED'! It yes, describe under RETENTION $500K. E. L. DISEASE - EA EMPLOYE $ 1,000,000 EL .DISEASE - POLICY LIMIT $ SPECIAL PROVISIONS below C OTHER Pollution Liability CP04062583 4/1/2009 4/1/2010 Each Loss Limit $10,000,000 Policy Aggregata $10,000,000 DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS RE: CONTRACT #09 -5195 "MARCO ISLAND LIBRARY ROSE NALL ADDITION" The General Liability Policy Includes Endorsement #OOML0019 00 0806 Additional Insured- Automatic Status When Required By A Construction Agreement. Also Included Is Endorsement #CG 24 04 1093 Waiver of Recovery /Subrogation 6 Additional Insured AUTO Endorsement #OOCA0070 00 0906 Collier County Purchasing Dept. Attn: Scott D. Johnson, Purchasing Agent 3301 Tamiami Trail East Naples, FL 34112 ACORD 25 (2001/08) NCMS m,nm no_ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 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 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE AUTHORIZED REPRESENTATIVE llicia Poole /NAP ACORD CORPORATION 1988 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. I NS025 (0109) 08a Page 2 of 2 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. If Contractor has any self- insured retentions or deductibles under any of the below listed minimum required coverages, Contractor must identify on the Certificate of Insurance the nature and amount of such self- insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self- insured retentions or deductibles will be Contractor's sole responsibility. (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 and in the form set forth in Attachment I to this Exhibit B shall be filed with the Owner within ten (10) calendar days after Notice of Award is received by Contractor evidencing the fact that Contractor has acquired and put in place the insurance coverages and limits required hereunder. In addition, certified, true and exact copies of all insurance policies required shall be provided to Owner, on a timely basis, if requested by Owner. (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. Contractor shall also notify Owner, in a like manner, within twenty -four (24) hours after receipt, of any notices of expiration, cancellation, non - renewal or material change in coverages or limits received by Contractor from its insurer and nothing contained herein shall relieve Contractor of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by Contractor hereunder, Contractor shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. (6) All insurance coverage's of the Contractor 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 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 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 GC- CA -B -1 coverage's and charge the Contractor for such coverage's purchased. If Contractor fails to reimburse Owner for such costs within thirty (30) days after demand, Owner has the right to offset these costs from any amount due Contractor under this Agreement or any other agreement between Owner and Contractor. 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. (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 shall furnish to the Owner, 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 Owner with such renewal certificate(s) shall be considered justification for the Owner to terminate the Agreement. (11) All insurance policies required by this Agreement shall include the following provisions and conditions by endorsement to the policies: 11.1 All insurance policies, other than the Business Automobile and Workers Compensation policies, provided by Contractor to meet the requirements of this Agreement shall name Collier County, Florida, as an additional insured as to the operations of Contractor under this Agreement and shall contain a severability of interests provisions. 11.2. Companies issuing the insurance policy or policies shall have no recourse against Owner for payment of premiums or assessments for any deductibles which all are at the sole responsibility and risk of Contractor. 11.3. All insurance coverages of Contractor shall be primary to any insurance or self - insurance program carried by Owner applicable to this Project, and the "Other Insurance" provisions of any policies obtained by Contractor shall not apply to any insurance or self- insurance program carried by Owner applicable to this Project. 11.4. The Certificates of Insurance, which are to be provided on the form set forth in Attachment I to this Exhibit B, must identify the specific Project name, as well as the site location and address (if any). 11.5. All insurance policies shall be fully performable in Collier County, Florida, and shall be construed in accordance with the laws of the State of Florida. WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY Required by this Agreement? ® Yes ❑ No (1) Workers' Compensation and Employers' Liability Insurance shall be maintained by the Contractor 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 GC- CA -B -2 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 all claims rights 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 COMMERCIAL GENERAL LIABILITY Required by this Agreement? ® Yes ❑ No (1) Commercial General Liability Insurance shall be maintained by the Contractor on an occurrence basis. 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 General Aggregate $1,000,000 Products /Completed Operations Aggregate $1,000,000 GC- CA -B -3 Personal and Advertising Injury $1,000,000 Each Occurrence $1,000,000 Fire Damage $ 50,000 X General Aggregate $2,000,000 Products /Completed Operations Aggregate $2,000,000 Personal and Advertising Injury $2,000,000 Each Occurrence $2,000,000 Fire Damage $ 50,000 General Aggregate $ 5,000,000 Products /Completed Operations Aggregate $ 5,000,000 Personal and Advertising Injury $ 5,000,000 Each Occurrence $ 5,000,000 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) 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. (4) Coverage shall be included for explosion, collapse or underground property damage claims. (5) Watercraft Liability coverage shall be carried at the limits shown above if applicable to the completion of the work under this Agreement. El Applicable ❑Not Applicable (6) Aircraft Liability coverage shall be carried at limits of $10,000,000 each occurrence if applicable to the completion of the work under this Agreement. ❑ Applicable ® Not Applicable PROPERTY INSURANCE - BUILDERS RISK (1) The Owner may 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 Amount 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. GC- CA -B -4 (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 and windstorm 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 $5,000 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 or windstorm insurance identified herein, if purchased by the Owner, shall be limited to a maximum of $5,000 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 Design Professional, and Design Professional's subconsultants, for damages caused by fire or other perils to the extent of insurance proceeds actually received by Owner under property insurance obtained pursuant to this Exhibit or other any 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 and made payable to the Owner for the insured, as their interests may appear. AUTOMOBILE LIABILITY INSURANCE Required by this Agreement? ® Yes ❑ No (1) Automobile Liability Insurance shall be maintained by the Contractor 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 Bodily Injury & Property Damage - $ 2,000,000 GC- CA -B -5 UMBRELLA LIABILITY (1) Umbrella Liability may be maintained as part of the liability insurance of the Contractor and, if so, shall be in addition to and in excess of any Employers' Liability, Commercial General Liability, and Automobile 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. GC- CA -B -6 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 1 2008 for the period from to excluding all retainage withheld and any pending claims or disputes as expressly specified as follows: (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) To the maximum extent permitted by law, 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. CONTRACTOR BY ITS: DATE: Witnesses STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 2008, by , 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: GC- CA -C -1 (Signature of Notary) (Legibly Printed) Notary Public, State of Commissioner No.: EXHIBIT D 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: RE Original Contract Time: Revised Contract Time: Bid No. Project No. Application Date Representative) Payment Application No. (Contractor's Name) for Work accomplished through the Date: (Contractor's Address) Retainage @ 10% thru[insert date] $ Retainage @ _% after [insert date] $ _ Percent Work completed to Date: % Percent Contract Time completed to Date % Original Contract Price: $ Total Change Orders to Date $ Revised Contract Amount $ Total value of Work Completed and stored to Date $ Less Retainage $ Less previous payment (s) $ AMOUNT DUE THIS APPLICATION: $ Project Name) Liquidated Damages to be Accrued $ Remaining Contract Balance $ 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; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in advance of such Work. 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) Iftex N U U C7 N J ? = U w 3 N m N 6 W 0-6 W c o ° � U' U i0 O F @ U LL. O C_ N N d wx @« Q O N U N ¢ � C N F W = y N Z F a O v U N N W WIW — W'F v @ F J Q Q C O Fo u 0 ° E U `o 06 W Q ° E o W o � N Q @ E O U � mf a � � W H W @ � n`. ❑ o. W N W � � O � W O Q w @ J U U 2 3 m O v .� = U 00 = cn t @ a r L L F- U I ❑ C @ O J U O W Q ' m J U Q a N N N 41 = L j O C a = @ N O C a @ Z O C = @ E c K - N U fn o m « n N O J Q U O C U y W C = c 0 O H N o Yn @ @ O O N @ V c « ❑ E — o = r C X Z iw L N U U C7 w 0 U m Q l9 E O LL v O V N tll 4) w A a d O N a N C C O U_ a X w M Q U U MW O CL) — A w C H R C R m a � o d •c o o d ° a C � L F 7 d U O is > y � C CL — v o N - > `m CO 'd a U N � L F T .O N d > > Q O 'y > V d d a` d ` v d - a O E c Z d 7 C O S U d O d N M Q U U MW EXHIBIT E CHANGE ORDER TO: Project Name: Bid No.: Change Order No.: Change Order Description Original Agreement Amount ............................ Sum of previous Change Orders Amount ........ This Change Order Amount ............................ Revised Agreement Amount ............................ FROM: Collier County Government Construction Agreement Dated: Date: ....... I ...................... $, .............................. $ 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 Contractor's acceptance of this Change Order shall constitute a modification to the Agreement and will be performed subject to all the same terms and conditions as contained in the Agreement, as if the same were repeated in this acceptance. The adjustments, 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. Prepared by: Project Manager Recommended by: Design Professional Date: Date: Accepted by: Date: Contractor Approved by: Date: Department Director Approved by: Approved by: Division Administrator Purchasing Department GC- CA -E -5 Date: Date: Authorized Director (For use by Owner: Fund Cost Center: Number: 1 [eleaeLd9 Date: Object Code: Project OWNER'S Project No. PROJECT: CONTRACTOR Contract For Contract Date EXHIBIT F CERTIFICATE OF SUBSTANTIAL COMPLETION Design Professional's Project No. This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: To OWNER And To Substantial Completion is the state in the progress of the Work when the Work (or designated portion) is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. 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 requirements of 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. GC- CA -F -1 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 Design Professional Type Name and Title 9M: CONTRACTOR accepts this Certificate of Substantial Completion on 2008 CONTRACTOR By: Type Name and Title OWNER accepts this Certificate of Substantial Completion on 2008 0 OWNER Type Name and Title GC- CA -F -2 EXHIBIT G FINAL PAYMENT CHECKLIST Bid No.: Project No.: Date: , 2008 Contractor: The following items have been secured by the for the Project known as and have been reviewed and found to comply with the requirements of the Contract Documents Original Contract Amount: Final Contract Amount: Commencement Date: Substantial Completion Time as set forth in the Agreement: Calendar Days. Actual Date of Substantial Completion: Final Completion Time as set forth in the Agreement: Calendar Days. Actual Final Completion Date: YES NO 1. All Punch List items completed on 2. Warranties and Guarantees assigned to Owner (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. As -Built drawings obtained and dated: 6. Owner 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. All Spare Parts or Special Tools provided to Owner: 13. Finished Floor Elevation Certificate provided to Owner: 14. Other: If any of the above is not applicable, indicate by N /A. If NO is checked for any of the above, attach explanation. Acknowledgments: By Contractor: GC- CA -G -1 (Company Name) (Signature) (Typed Name & Title) By Design Professional: (Firm Name) (Signature) (Typed Name & Title) By Owner: (Department Name) (Signature) (Name & Title) MYSITAWSWA 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; said interpretation or clarification from the Project Manager may require Contractor to consult directly with Design Professional or some other third party, as directed by 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 Subject to Section 2.3 below, 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: GC- CA -H -1 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 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 may be expressly described elsewhere in the Contract Documents). 2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (ii) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, and which reasonably should not have been discovered by Contractor as part of its scope of site investigative services required pursuant to the terms of the Contract Documents, then Contractor shall provide Owner with prompt written notice thereof before conditions are disturbed and in no event later than three (3) calendar days after first observance of such conditions. Owner and Design Professional shall promptly investigate such conditions and, if they differ materially and cause an increase or decrease in Contractor's cost of, or time required for, performance of any part of the Work, Owner will acknowledge and agree to an equitable adjustment to Contractor's compensation or time for performance, or both, for such Work. If Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents or not of an unusual nature or should have been discovered by Contractor as part of its investigative services, and that no change in the terms of the Agreement is justified, Owner shall so notify Contractor in writing, stating its reasons. Claims by Contractor in opposition to such determination by Owner must be made within seven (7) calendar days after Contractor's receipt of Owner's written determination notice. If Owner and Contractor cannot agree on an adjustment to Contractor's cost or time of performance, the dispute resolution procedure set forth in the Contract Documents shall be complied with by the parties. GC- CA -H -2 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 in accordance with the requirements of all Collier County Noise Ordinances then in effect. Unless otherwise specified, work will generally be limited to the hours of 7:00 a.m. to 6:00 p.m., Monday through Saturday. 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 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 provide to the Project Manager the list of its Subcontractors and materialmen submitted with its Bid showing the work and materials involved and the dollar amount of each subcontract and purchase order. Contractor acknowledges and agrees that any modifications to the list of Subcontractors submitted with Contractor's Bid and any subsequently identified Subcontractors are subject to Owner's prior written approval. The first Application for Payment shall be submitted no earlier than thirty (30) days after the Commencement Date. Notwithstanding anything herein to the contrary, if approved by Owner in its sole discretion, Contractor may submit its invoice for any required Payment and Performance Bonds prior to the first Application of Payment provided that Contractor has furnished Owner certified copies of the receipts evidencing the premium paid by Contractor for the bonds. GC- CA -H -3 4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's sole discretion, Owner is not required to make any payment for materials or equipment that have not been incorporated into the Project. 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, and such payment and storage have been agreed to by Owner in writing, the Application for Payment also shall 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. Thereafter, with each Application for Payment, Contractor also shall complete and submit to Owner as part of its Application for Payment, the Stored Materials Record attached hereto and made a part hereof as Exhibit D. 4.4 Contractor shall submit six (6) copies of its monthly Application for Payment to the Project Manager or his or her designee, as directed by Owner (which designee may include the Design Professional). After the date of each Application for Payment is stamped as received and within the timeframes set forth in Section 218.735 F.S., the Project Manager, or Design Professional, 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 therefore; or (3) return the Application for Payment to the Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper invoices in the amounts approved shall be processed and paid in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department respectively. In the event of a total denial by Owner 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. 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 in accordance with Florida Statute 255.078. 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. Owner shall reduce the amount of the retainage withheld on each payment request subsequent to fifty percent (50 %) completion subject to the guidelines set forth in Florida Statute 255.078 and as set forth in the Owner's Purchasing Policy. GC- CA -H -4 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, acknowledging Contractor's receipt of payment in full for all materials, labor, equipment and other bills that are then due and payable by Owner with respect to the current Application for Payment. Further, to the extent directed by Owner and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each Subcontractor, sub - subcontractor, or supplier in the form attached as Exhibit C acknowledging that each Subcontractor, sub - subcontractor or supplier has been paid in full through the previous month's Application for 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 Notwithstanding anything in the Contract Documents to the contrary, Contractor acknowledges and agrees that in the event of a dispute concerning payments for Work performed under this Agreement, Contractor shall continue to perform the Work required of it under this Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all amounts that Owner does not dispute are due and payable. 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) reasonable indication that the Work will not be completed within the Contract Time; (f) A XGUIE: W, unsatisfactory prosecution of the Work by the Contractor; or (g) any other material breach of the Contract Documents by Contractor. 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. Provided, however, in the event of an emergency, Owner shall not be required to provide Contractor any written notice prior to rectifying the situation 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 in accordance with Section 218.735, F.S. and the administrative procedures established by the County's Purchasing Department and the Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project Manager as set forth 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 Surety's consent to final payment and such other documentation that may be required by the Contract Documents and the Owner. 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 attached to this Agreement as Exhibit G. 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 in accordance with the requirements of the Contract Documents and identified by Contractor as unsettled in its 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, GC- CA -H -6 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, unless otherwise mutually agreed in writing by Owner and 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 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 eTi3N7_d19H 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 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 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 GC- CA -H -8 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 or such longer period as may be required by law, 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 document retention 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 GC- CA -H -9 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. 9.4 In no event shall any approval by Owner authorizing Contractor to continue performing Work under this Agreement or any payment issued by Owner to Contractor be deemed a waiver of any right or claim Owner may have against Contractor for delay damages hereunder. 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. Any alleged changes must be approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs of any changes commenced without Owner's express prior written approval. Failure to obtain such prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by Contractor that such items are in fact not a change but rather are part of the Work required of Contractor hereunder. 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 GC- CA -H -10 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 or Work Directive Change. 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. 10.7 Any modifications to this Contract shall be in compliance with the County Purchasing Policy and Administrative Procedures in effect at the time such modifications are authorized. 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 from when the Contractor knew or should have known 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. 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. 12. OTHER WORK. GC- CA -H -11 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 To the maximum extent permitted by Florida law, Contractor shall indemnify and hold harmless Owner and its officers and employees from any and all liabilities, claims, damages, penalties, demands, judgments, actions, proceedings, losses or costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether resulting from any claimed breach of this Agreement by Contractor or from personal injury, property damage, direct or consequential damages, or economic loss, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor or anyone employed or utilized by the Contractor in the performance of this Agreement. 13.2 The duty to defend under this Article 13 is independent and separate from the duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, Owner and any indemnified party. The duty to defend arises immediately GC- CA -H -12 upon presentation of a claim by any party and written notice of such claim being provided to Contractor. Contractor's obligation to indemnify and defend under this Article 13 will survive the expiration or earlier termination of this Agreement until it is determined by final judgment that an action against the Owner or an indemnified party for the matter indemnified hereunder is fully and finally barred by the applicable statute of limitations. 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. To the extent any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents to the contrary, it is understood and agreed that in the event of a change in any applicable laws, ordinances, rules or regulations subsequent to the date this Agreement was executed that increases the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order for such increases, except to the extent Contractor knew or should have known of such changes prior to the date of this Agreement. 14.2 By executing and entering into this agreement, the Contractor is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this agreement and the County shall have the discretion to unilaterally terminate this agreement immediately. 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. GC- CA -H -13 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. Subject to the Section 2.3 above, 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 Owner'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 Contractor 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 GC- CA -H -14 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 or such longer period of time as may be consented to by Owner in writing and in its sole discretion, 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 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 the termination will be deemed a termination for convenience and Contractor's remedies against Owner shall be the same as and limited to those afforded Contractor under Section 19 below. GC- CA -H -15 18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill some material obligation owed by Owner to Contractor under this Agreement, and (ii) Owner has failed to cure such default within fourteen (14) days of receiving written notice of same from Contractor, then Contractor may stop its performance under this Agreement until such default is cured, after giving Owner a second fourteen (14) days written notice of Contractor's intention to stop performance under the Agreement. If the Work is so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the Contractor or its Subcontractors or their agents or employees or any other persons performing portions of the Work under contract with the Contractor or any Subcontractor, the Contractor may terminate this Agreement by giving written notice to Owner of Contractor's intent to terminate this Agreement. If Owner does not cure its default within fourteen (14) days after receipt of Contractor's written notice, Contractor may, upon fourteen (14) additional days' written notice to the Owner, terminate the Agreement and recover from the Owner payment for Work performed through the termination date, but in no event shall Contractor be entitled to payment for Work not performed or any other damages from Owner. 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 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 GC- CA -H -16 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, 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) Receipt of Contractor's Final Application for Payment. (2) The Release and Affidavit in the form attached as Exhibit C. (3) Consent of surety to final payment. (4) Receipt of the final payment check list. (5) 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 subcontractor or materialmen 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 GC- CA -H -17 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. Further, in the event of an emergency, Owner may commence to correct any defective Work, without prior notice to Contractor, at Contractor's expense. 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 another 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 Owner to disqualify the Contractor from future bid opportunities with the Owner, in addition to any other rights and remedies available to Owner. 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 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 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 Contractor is responsible, without reimbursement from Owner, for re- inspection fees and costs; to the extent such re- inspections are due to the fault or neglect of Contractor. 22.4 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 -18 22.5 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. 22.6 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. *31IIIIIIIIIIIIII91=Iax09Idl =RhrL01Nrq 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 considers it necessary or advisable that covered Work be observed by Design Professional or inspected or tested by others and such Work is not otherwise required to be inspected or tested, 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. The right of Project Manager to stop the Work shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be GC- CA -H -19 construed as obligating the Project Manager to exercise this right for the benefit of Design Engineer, Contractor, or any other person. 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. Provided, however, Owner shall not be required to give notice to Contractor in the event of an emergency. 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 GC- CA -H -20 all times during its progress a competent resident superintendent, who shall be subject to Owner's approval and 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. Attached to the Agreement as Exhibit N is a list identifying Contractor's Project Superintendent and all of Contractor's key personnel who are assigned to the Project; such identified personnel shall not be removed without Owner's prior written approval, and if so removed must be immediately replaced with a person acceptable to Owner. 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 GC- CA -H -21 prevent threatened damage, injury or loss. Contractor shall give Project Manager written notice within forty -eight (48) hours after Contractor knew or should have known of 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 GC- CA -H -22 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. 28.3. Contractor shall designate a responsible representative located on a full time basis 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. 28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner property. All employees of Contractor, as well as those of all subcontractors and those of any other person or entity for whom Contractor is legally liable (collectively referred to herein as "Employees "), shall not possess or be under the influence of any such substances while on any Owner property. Further, Employees shall not bring on to any Owner property any gun, rifle or other firearm, or explosives of any kind. 28.5 Contractor acknowledges that the Work may be progressing on a Project site which is located upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the following: 28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited; 28.5.2 All Employees shall be provided an identification badge by Contractor. Such identification badge must be prominently displayed on the outside of the Employees' clothing at all times. All Employees working at the Project site must log in and out with the Contractor each day; 28.5.3 Contractor shall strictly limit its operations to the designated work areas and shall not permit any Employees to enter any other portions of Owner's property without Owner's expressed prior written consent; 28.5.4 All Employees are prohibited from distributing any papers or other materials upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other office equipment; 28.5.5 All Employees shall at all times comply with the OSHA regulations with respect to dress and conduct at the Project site. Further, all Employees shall comply with the dress, conduct and facility regulations issued by Owner's officials onsite, as said regulations may be changed from time to time; 28.5.6 All Employees shall enter and leave Owner's facilities only through the ingress and egress points identified in the site utilization plan approved by Owner or as otherwise designated, from time to time, by Owner in writing; 28.5.7 When requested, Contractor shall cooperate with any ongoing Owner investigation involving personal injury, economic loss or damage to Owner's facilities or personal property therein; GC- CA -H -23 28.5.8 The Employees may not solicit, distribute or sell products while on Owner's property. Friends, family members or other visitors of the Employees are not permitted on Owner's property; and 28.5.9 At all times, Contractor shall adhere to Owner's safety and security regulations, and shall comply with all security requirements at Owner's facilities, as said regulations and requirements may be modified or changed by Owner from time to time. 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 Owner 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 this Agreement. K7�Ji/ a1 1LIN11MIa _1.[d4s7a1:L•N11y[y:li]111EWA 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 Maintenance of Traffic ( "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 page. If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice of Award. GC- CA -H -24 32. SALES TAX SAVINGS AND DIRECT PURCHASE 32.1 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. No markup shall be applied to sales tax. Additionally, as directed by Owner and at no additional cost to Owner, Contractor shall comply with and fully implement the sales tax savings program with respect to the Work, as set forth in section 32.2 below: 32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from sales tax and may wish to generate sales tax savings for the Project, Owner reserves the right to make direct purchases of various construction materials and equipment included in the Work ( "Direct Purchase "). Contractor shall prepare purchase orders to vendors selected by Contractor, for execution by Owner, on forms provided by Owner. Contractor shall allow two weeks for execution of all such purchase orders by Owner. Contractor represents and warrants that it will use its best efforts to cooperate with Owner in implementing this sales tax savings program in order to maximize cost savings for the Project. Adjustments to the Contract Amount will be made by appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the saved sales taxes. A Change Order shall be processed promptly after each Direct Purchase, or group of similar or related Direct Purchases, unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting, accepting delivery, storing, handling, installing, warranting and quality control for all Direct Purchases. Notwithstanding anything herein to the contrary, Contractor expressly acknowledges and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of the Contract Documents. In the event Owner makes a demand against Contractor with respect to any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct Purchase by Owner. 32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for sale tax under Chapter 212, Florida Statutes, and for its responsibilities for Federal excise taxes. 33. SUBCONTRACTS 33.1 Contractor shall review the design and shall determine how it desires to divide the sequence of construction activities. Contractor will determine the breakdown and composition of bid packages for award of subcontracts, based on the current Project Milestone Schedule, and shall supply a copy of that breakdown and composition to Owner and Design Professional for their review and approval prior to submitting its first Application for Payment. Contractor shall take into consideration such factors as natural and practical lines of severability, sequencing effectiveness, access and availability constraints, total time for completion, construction market conditions, GC- CA -H -25 availability of labor and materials, community relations and any other factors pertinent to saving time and costs. 33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying or providing any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and shall review the costs of those proposals and advise Owner and Design Professional of their validity and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change Order from Owner. All Subcontractors performing any portion of the Work on this Project must 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 Agreement requirements with respect to its portion of the Work and has the integrity and reliability to assure good faith performance. 33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by Owner, Contractor also shall identify any other Subcontractors, including their addresses, licensing information and phone numbers, it intends to utilize for the Project prior to entering into any subcontract or purchase order and prior to the Subcontractor commencing any work on the Project. The list identifying each Subcontractor cannot be modified, changed, or amended without prior written approval from Owner. Any and all Subcontractor work to be self - performed by Contractor must be approved in writing by Owner in its sole discretion prior to commencement of such work. Contractor shall continuously update that Subcontractor list, so that it remains current and accurate throughout the entire performance of the Work. 33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every Subcontractor and sub - subcontractor performing any portion of the Work, as well as maintain a log of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing by Owner, all subcontracts and purchase orders shall (1) require each Subcontractor to be bound to Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents, as those terms may apply to the portion of the Work to be performed by the Subcontractor, (2) provide for the assignment of the subcontract or purchase order from Contractor to Owner at the election of Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party of the subcontract or purchase order, (4) provide that Owner will be an additional insured on all liability insurance policies required to be provided by the Subcontractor except workman's compensation and business automobile policies, (5) assign all warranties directly to Owner, and (6) identify Owner as an intended third -party beneficiary of the subcontract or purchase order. Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract, copies of the Contract GC- CA -H -26 Documents to which the Subcontractor will be bound. Each Subcontractor shall similarly make copies of such documents available to its sub - subcontractors. 33.5 Each Subcontractor performing work at the Project Site must agree to provide field (on -site) supervision through a named superintendent for each trade (e.g., general concrete forming and placement, masonry, mechanical, plumbing, electrical and roofing) included in its subcontract or purchase order. In addition, the Subcontractor shall assign and name a qualified employee for scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor (including field superintendent, foreman and schedulers at all levels) must have been employed in a supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two years within the last five years. The Subcontractor shall include a resume of experience for each employee identified by it to supervise and schedule its work. 33.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and purchase orders shall provide: 33.6.1 That the Subcontractor's exclusive remedy for delays in the performance of the subcontract or purchase order caused by events beyond its control, including delays claimed to be caused by Owner or Design Professional or attributable to Owner or Design Professional and including claims based on breach of contract or negligence, shall be an extension of its contract time. 33.6.2 In the event of a change in the work, the Subcontractor's claim for adjustments in the contract sum are limited exclusively to its actual costs for such changes plus no more than 10% for overhead and profit. 33.6.3 The subcontract or purchase order, as applicable, shall require the Subcontractor to expressly agree that the foregoing constitute its sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the contract price, damages, losses or additional compensation. Further, Contractor shall require all Subcontractors to similarly incorporate the terms of this Section 33.6 into their sub - subcontracts and purchase orders. 33.6.4 Each subcontract and purchase order shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the manner in which Contractor must submit such claims to Owner, and that failure to comply with such conditions for giving notice and submitting claims shall result in the waiver of such claims. 34. CONSTRUCTION SERVICES 34.1 Contractor shall maintain at the Project site, originals or copies of, on a current basis, all Project files and records, including, but not limited to, the following administrative records: 34.1.1 Subcontracts and Purchase Orders GC- CA -H -27 34.1.2 Subcontractor Licenses 34.1.3 Shop Drawing Submittal /Approval Logs 34.1.4 Equipment Purchase /Delivery Logs 34.1.5 Contract Drawings and Specifications with Addenda 34.1.6 Warranties and Guarantees 34.1.7 Cost Accounting Records 34.1.8 Labor Costs 34.1.9 Material Costs 34.1.10 Equipment Costs 34.1.11 Cost Proposal Request 34.1.12 Payment Request Records 34.1.13 Meeting Minutes 34.1.14 Cost - Estimates 34.1.15 Bulletin Quotations 34.1.16 Lab Test Reports 34.1.17 Insurance Certificates and Bonds 34.1.18 Contract Changes 34.1.19 Permits 34.1.20 Material Purchase Delivery Logs 34.1.21 Technical Standards 34.1.22 Design Handbooks 34.1.23 "As- Built' Marked Prints 34.1.24 Operating & Maintenance Instruction 34.1.25 Daily Progress Reports 34.1.26 Monthly Progress Reports 34.1.27 Correspondence Files 34.1.28 Transmittal Records 34.1.29 Inspection Reports 34.1.30 Punch Lists 34.1.31 PMIS Schedule and Updates 34.1.32 Suspense (Tickler) Files of Outstanding Requirements The Project files and records shall be available at all times to Owner and Design Professional or their designees for reference, review or copying. 34.2 Contractor Presentations At the discretion of the County, the Contractor may be required to provide a brief update on the Project to the Collier County Board of County Commissioners, "Board ", up to two (2) times per contract term. Presentations shall be made in a properly advertised Public Meeting on a schedule to be determined by the County Manager or his designee. Prior to the scheduled presentation date, the Contractor shall meet with appropriate County staff to discuss the presentation requirements and format. Presentations may include, but not be limited to, the following information: Original contract amount, project schedule, project completion date and any changes to the aforementioned since Notice to Proceed was issued. GC- CA -H -28 35. SECURITY If required, Contractor shall be responsible for the costs of providing background checks and drug testing for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. 36. VENUE 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 federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. 37. VALUE ENGINEERING All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a Value Engineering (VE) study conducted during project development. A "project" shall be defined as the collective contracts, which may include but not be limited to: design, construction, and construction, engineering and inspection (CEI) services. Additionally, any project with an estimated construction value of $2 million or more may be reviewed for VE at the discretion of the County. 38. ABOVEGROUND /UNDERGROUND TANKS An underground 62 -761, Florida Administrative Code (F.A.C.) or aboveground 62 -762, F.A.C. regulated tank requires notification to the 'County' prior to installation or closure of the tank. The Pollution Control Department (239- 252 - 2502), via contract GC -690 with the Florida Department of Environmental Protection (FDEP), is the County (local program) for the purposes of these rules. Regulated tanks require notification to the 'county' local program thirty (30) days prior to installation and again forty -eight (48) hours prior to commencement of the installation. Closure activities require a ten (10) day notification and then a forty -eight (48) hour notification prior to commencement. The notification is to allow for scheduling of the inspections pertaining to the installation /closure activities. A series of inspections will be scheduled based upon system design after discussing the project with the contractor /project manager. Specifics on applicability, exemptions, and requirements for regulated pollutant storage tank systems can be found in 62 -761, F.A.C. and 62 -762, F.A.C. or you may contact the Pollution Control Department with your questions. Please note that equipment must be listed on the FDEP approved equipment list and GC- CA -H -29 will be verified at inspection along with installation and testing procedures. The approved equipment list is constantly updated and can be found at the FDEP Storage Tank Regulation website along with rules, forms and other applicable information. 39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR, EMPLOYEES. The Contractor shall employ people to work on Owner's projects who are neat, clean, well - groomed and courteous. Subject to the Americans with Disabilities Act, Contractor shall supply competent employees who are physically capable of performing their employment duties. The Owner may require the Contractor to remove an employee it deems careless, incompetent, insubordinate or otherwise objectionable and whose continued employment on Owner's projects is not in the best interest of the County. GC- CA -H -30 EXHIBIT I SUPPLEMENTAL TERMS AND CONDITIONS The County may, at its discretion, use VISA/MASTER card credit network as a payment vehicle for goods and /or services purchased as a part of this contract. GC- CA -1 -1 EXHIBIT J TECHNICAL SPECIFICATIONS This information can be found at www.colliergov.net/bid GC- CA -J -1 EXHIBIT K PERMITS This information can be found at www.colliergov.net/bid GC- CA -J -1 EXHIBIT L STANDARD DETAILS GC- CA -L -1 EXHIBIT M PLANS AND SPECIFICATIONS This information can be found at www.colliergov.net/bid GC- CA -J -1 EXHIBIT N CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT GC- CA -N -1 � r TO: Jeff Walker /Ray Carter Risk Management Department FROM: Scott D. Johnson Purchasing Agent Purchasing Department DATE: April 24, 2009 Purchasing Department 16 P 7 3301 Tamiami Trail East Naples, Florida 34112 Telephone: 239 - 252 -8995 FAX: 239 - 252 -6588 Email: ScottJohnson(ftolliergov.net www.colliergov.net RE: Review of Insurance for Contract No. 09 -5195 Contractor: Boran Craig Barber Engel Construction Co., Inc. This Contract was approved by the BCC on March 24, 2009; Agenda Item 16.D.11 Please review the Bonds and 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. I would appreciate it if you would keep me advised on when this document has been forwarded to the County Attorney's Office. Thank you and if you have any further questions contact me at the following telephone number: 239 - 252 -8995. C: Marilyn Matthes, Library Director �E�� APR 2 4 2009 RISK M�NRGEMENT G/ Acquisitions/ TechFornnsandLetters /Menn otoRiskforinsu ran ceReview Revised: 4/16/09